SCHEDULE - A

Name of work:- Strengthening, Replacement and Diversion of damaged existing sewerage lines of 60/450/300/250/200mm dian including construction of damaged sewerage sewer manholes
including desilting by Bucket cleaning and pull through from Road.No.1 to 84 at Uppal Bagayath Pahsee-I (East and West Block) under Uppal section of SD-II, O&M Divm.No.XIV, Uppal

A) The quantities given here are those upon which the lumpsum cost of the work is based, but they are subject to alterations, omissions,deductions or additions as provided for in the conditions of
the contract and do not necessarily show the actual quantities of work to be done. The unit rates noted below are those governing payment for extras or deductions or ommissions according to the
conditions are set forth in the P.S to APDSS and other conditions or specifrications of this contract.

B) It is to be expressed understood that the measured work is to be taken net (not withstanding any custom or practice to the contrary) according to the actual quantities placed and finished
according to the drawings or as may be ordered from time to time by the General Manager (E) and the calculated by measurement or weight at the respective prices without any additional charge
for any necessary or contingent works connected therewith. The rates quoted are for works in situ and complete in every respect.

Sl. Amount
No. Description of Item Quantity Rate (INR) Unit
(INR)
1 Cutting of open BT Road surface including labour charges and other incidental & operational charges, tools & plants etc for
964.98 Cum 1412.80 One Cum 1363323.74
pipe line trenches.
2 Earthwork excavation and depositing on the bank in all types of soils like black cotton soil, red earth, and ordinary gravel,
hard gravelly soils, mixture of gravel, soft disintegrated rock,hard disintegrated rock,conglomerated rock , stoney earth and
earth mixed with fair size boulders except rock requiring blasting with different lifts as per specifications and drawings
and as directed by the departmental officers, including protecting the walls and other structures , existing water supply
lines, sewers, power cables, telephone cables/ducts, storm water drains, traffic signals etc., wherever it is possible so as
not to distrub the existing utility services etc., taking all precautionary measures in the restricted areas such as urban areas 7,457.40 Cum 215.90 One Cum 1,610,052.66
including diversion of the traffic,removal of stumps and other deleterious material and disposal upto a lead of 50 m,
dressing of sides and bottom and including backfilling for pipeline trenches for laying Water supply/sewer lines including all
incidental and operational charges etc., complete as directed by the HMWS&SB Engineers. ( by Mechanical means)

3 Earthwork excavation for structures in all types of soil as per drawing and technical specifications including setting out,
construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m,
dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 6,111.58 Cum 293.10 One Cum 1,791,304.10
305 MORD / 304 MORTH. for Sumps,Thrust blocks, Chambers and Man Holes etc. by manual means

4 Conveyance of SWG pipes from departmental stores to work site, including loading, unloading, labour charges etc.
4,460.00 Rmt 52.60 One Cum 234,596.00
complete as directed by the H.M.W.S.&.S. Board Engineers.
5 Supply, delivery , lowering, laying and jointing of 600mm dia RCC S/s NP3 Class pipe confirming to B.I.S 458/2003
cardfully in to the trenches true to alignment and gradient jointing with Rubber rings conforming to B.I.S 5382/1985 testing
with cost and conveyance of all materials and labour charges with all operational and incidental charges including cost of 180.00 Rmt 4,872.90 One Cum 877,122.00
jointing materials, transporation, taxes & duties complete as directed by the deptl. officers.
6 Hydraulic crane 16T for lowering laying of RCC pipes true to alignment and gradient into the ready made trenches true to
40.00 Hrs 3133.30 One Hr 125,332.00
alignment and gradient
7 Lowering the SWG pipes carefully into the ready made trenches true to alignment and gradient jointing with cement (1:1)
prop: excluding cost of SWG pipes but including curing, testing and jointing of materials such as hump yarn and cement
mortor with all other operational and incidental charges etc., complete as directed by the H.MW.S.&.S. Board Engineers 560.00 Rmt 483.90 One Rmt 270,984.00
For 300mm dia
8 Lowering the SWG pipes carefully into the ready made trenches true to alignment and gradient jointing with cement (1:1)
prop: excluding cost of SWG pipes but including curing, testing and jointing of materials such as hump yarn and cement
mortor with all other operational and incidental charges etc., complete as directed by the H.MW.S.&.S. Board Engineers 1,200.00 Rmt 433.20 One Rmt 519,840.00
For 250mm dia
Sl. Amount
No. Description of Item Quantity Rate (INR) Unit
(INR)
9 Lowering the SWG pipes carefully into the ready made trenches true to alignment and gradient jointing with cement (1:1)
prop: excluding cost of SWG pipes but including curing, testing and jointing of materials such as hump yarn and cement
mortor with all other operational and incidental charges etc., complete as directed by the H.MW.S.&.S. Board Engineers 2,700.00 Rmt 347.80 One Rmt 939,060.00
For 200mm dia
10 Construction of 0.90 mts internal diameter sewer manhole minimum depth 1.00 mts with Fly ash cement/lime solid
blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 225 x 100 x 60 mm in CM (1:4) Prop.
with CC Bed (1:3:6) Prop. Benching and channel finished with CC(1:2:4) Prop. Internal Plastering 20 mm thick in CM(1:4) 245.00 Nos 14330.00 Each 3,510,850.00
and external plastering 12 mm Thick using CM (1:3) Prop. Excluding Manhole cover & frame
11 Construction of 1.20m internal diameter sewer manhole for minimum depth of 1.80 M with Fly ash cement/lime solid
blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 225 x 100 x 60 mm in CM 1:4 Prop. 58.00 Nos 36074.00 Each 2,092,292.00
Internal Plastering 20 mm thick in CM(1:3) and external plastering 12 mm Thick using CM 1:3 Prop.
12 Construction of 0.90m internal diameter sewer manhole for additional depth of 0.10 M with Fly ash cement/lime solid
blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 225 x 100 x 60 mm in CM 1:4 Prop. 7881.00 Nos 1081.00 Each 8,519,361.00
Internal Plastering 20 mm thick in CM(1:3) and external plastering 12 mm Thick using CM 1:3 Prop.
13 Construction of 1.20m internal diameter sewer manhole for additional depth of 0.10 M with Fly ash cement/lime solid
blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 225 x 100 x 60 mm in CM 1:4 Prop. 276.00 Nos 2126.00 Each 586,776.00
Internal Plastering 20 mm thick in CM(1:3) and external plastering 12 mm Thick using CM 1:3 Prop.
14 Construction of 1.20m internal diameter sewer manhole for minimum depth of 3. to 4 M with Fly ash cement/lime solid
blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 225 x 100 x 60 mm in CM 1:4 Prop. 10.00 Nos 82294.00 Each 822,940.00
Internal Plastering 20 mm thick in CM(1:3) and external plastering 12 mm Thick using CM 1:3 Prop.
15 Supply delivery and filling quarry dust (in trenches of foundations & basement and the pipeline trenches) with intial lead
in layors not exceeding 15 cm thick, consolidating each deposited layer by watering consolidting each layer by watering
and ramming including cost of collection of sand and otehr required materials conveyonce of water to work site and all 232.20 Cum 614.20 One Cum 142,617.24
operational, incidental, labour charges, hire charges of T&P., complete for finished item of work .

16 Supply and delivery of 150mm dia SWG pipes including cost and earth work excavation and refilling of trenches
140.00 Rmt 366.00 One Rmt 51240.00
including all labour charges etc.complete
17 Dismantling and reconstruction of coursed Rubber stone masonary 2 nd sort in (1:6) prop using available stone including
cost and conveyance of all materals to site , labour charges curing all leads and lifts and all all other incidental and 17.01 Cum 4025.90 One Cum 68480.56
operational charges etc., complete as directed by the departmental officers for finished item of work
18 Dewatering pipeline trenches duly bailing out water with engine driven pumps including hire charges fuel charges wages of
driver and helper and all other incidental and operational charges including suction and delivery hoses lead of drain into 1600.00 Hp/Hrs 392.90 Five Hp/Hr 125,728.00
natural drain etc. complete, as directed by the H.M.W.S.&.S. Board Engineers.For 5 Hp
19 Plain Cement Concrete (1:2:4) Nominal Mix using 20mm HG Machine Crushed graded metal (Coarse aggregate) from
approved quarry, including cost and conveyance of all materials like cement, fine aggregate (As per GO Ms No 37
Industries and Commerce(Mines-I) Dept, dated 29.05.2018, Manufactured Sand (Rock sand) and natural river sand in the
315.30 Cum 5,772.97 One Cum 1,820,217.44
ratio of 50:50 is adopted), coarse aggregate, water etc., to site including all operational operational, incidental and labour
charges, such as, machine mixing, laying concrete , curing, including contractor's profit and over head charges etc.,
complete but excluding seigniorage charges & GST etc. (APSS No.402), as directed by HMWS&SB Engineers
20 Barricading,boarding,lighting and watching etc., for water supply pipe line trenches etc.,complete as directed by the
9,280.00 Rmt 217.40 One Rmt 2,017,472.00
departmental officers.
21 Desilting of sewer lines and manholes using Bucket cleaning machine from manhole to manhole at various places of
various dia meter including cost of lab our operators and sewer cleaners bailing out of water included ruel for bucket
cleaning machine and including carting of site to distance of 8Kms including loading trasporation as directed by 16450.00 Rmt 387.20 One Rmt 6,369,440.00
departmental officers
Sl. Amount
No. Description of Item Quantity Rate (INR) Unit
(INR)
22 Carting away surplus excavated materials such as rock / earth the site to a suitable distance of about 10 Kms including
loading, unloading, conveyance charges and dumping the carted material at the contractors cost labour charges, all leads 6052.13 Rmt 182.07 One Rmt 1,101,911.31
and lifts, all other incidental and operational charges etc. complete.
24 Supply of SWG pipes For 200mm dia 2700.00 Rmt 359.40 One Rmt 970,380.00
For 250mm dia 1200.00 Rmt 657.60 One Rmt 789,120.00
For 300mm dia 560.00 Rmt 947.40 One Rmt 530,544.00
25 Supply of FRC Frame & Cover 1103.00 No 2533.00 Each 2,793,899.00
Total Rs. 40044883.05
(Rupees Four Crores Forty Four Thousand Eight Hundred Eighty Three and Five Paisa Only) 40,124.60
Part-II - Reimbursement Items: Less T.P.
@
(-)11.80%

CONTRACTOR Chief General Manager(Engg)

O&M Circle-V, Sainikpuri.
 SCHEDULE - A

Sl.
No.

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10

11

12

13

14

15

16

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2
3
4
5
7
 SCHEDULE - A

Name of work:- Laying of 200/250mm dia SWG pipe line from H.No.35-79/1 to H.No.35-73/1 Bridavan colony under defence

A) The quantities given here are those upon which the lumpsum cost of the work is based, but they are subject to alteratio
conditions of the contract and do not necessarily show the actual quantities of work to be done. The unit rates noted belo
ommissions according to the conditions are set forth in the P.S to APDSS and other conditions or specifrications of this contrac

B) It is to be expressed understood that the measured work is to be taken net (not withstanding any custom or practice to the c
according to the drawings or as may be ordered from time to time by the General Manager (E) and the calculated by measure
charge for any necessary or contingent works connected therewith. The rates quoted are for works in situ and complete in eve

Description of Item

Conveyance of SWG from departmental stores at HMWSSB to work site including loading, unloading stacking at site
and watch and ward at site as directed by department officers including all incidental &operational charges etc
complete. For 200mm doia

Cutting of CC Road surface including labour charges all leads and other incidental & operational charges, tools &
plants etc for pipe line trenches.
Cutting Open BT Road surface ( as well as asphalt concrete up to 75mm thick ) including water bound macadam
and stacking excavated materials including all initial leads and lifts and conveyance of all materials labour charges
and other incidental & operational charges, tools & plants etc for pipe line trenches. By manual Means

RBR -FNDN-1 Earthwork excavation and depositing on the bank in all types of soils like black cotton soil, red earth,
and ordinary gravel, hard gravelly soils, mixture of gravel, soft disintegrated rock,hard disintegrated
rock,Conglomerated rock , stoney earth and earth mixed with fair size boulders except rock requiring blasting with
different lifts as per specifications and drawings and as directed by the departmental officers, including protecting
the walls and other structures , existing water supply lines, sewers, power cables, telephone cables/ducts, storm
water drains, traffic signals etc., wherever it is possible so as not to distrub the existing utility services etc., taking all
precautionary measures in the restricted areas such as urban areas including diversion of the traffic,removal of
stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and excluding
backfilling for pipeline trenches for laying Water supply/sewer lines including all incidental and operational charges
etc., complete.

For Manhole trenches

For 250mm dia Pipe
For Manhole trenches
RBR -FNDN-1 Excavation in Hard rock (blasting prohibited) with benching, chiselling and wedging such as
hard rock, sheet rock and boulders in habitant areas where controlled blasting can not be done with different lifts
as per specifications and drawings and as directed by the departmental officers, including protecting walls and other
structures , existing water supply lines, sewers, power cables, telephone cables/ducts, storm water drains, traffic
signals etc., wherever it is possible so as not to distrub the existing utility services etc., taking all precautionary
measures in the restricted areas such as urban areas diversion of the traffic,removal of stumps and other
deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and excluding backfilling for
pipeline trenches for laying sewer/ Water supply lines / Foundations including all incidental and operational charges
etc., complete.

RBR -FNDN-1 Earthwork excavation and depositing on the bank in all types of soils like black cotton soil, red earth, and ordina

Barricading, bording, lighting & watching etc for water supply & sewerage works for trenches of depths upto 2m below ground l
Lowering, Laying and jointing of swerage pipeswith air tight cement joints in cement motor (1:1) proportion
andtesting the stone ware glazed pipes for the sewer line including cost of jointing material and labour charges
excluding cost of sewerage pipes. For 200mm dia SWG pipe
For 250mm dia SWG Pipe
Construction of 0.90 mts internol diameter sewer manhole minimum depth 1.00 mts with cement bricks in CM 1:4
Prop. with CC bed 1:4 Prop with CC Bed 1:3:6 Prop. Benching and channel finished with cc 1:2:4 Prop. Internal
Plastering 20 mm thickin And external plastering 12 mm Thick using CM 1:3 Prop.

Construction of 0.9 mts internol diameter sewer manhole for additional depth of 0.10 M with cement bricks in CM 1:4
Prop. Internal Plastering 20 mm thickin And external plastering 12 mm Thick using CM 1:3 Prop.
Supply of good quality graval for filing where ever required as directed by the departmental officers including cost
and convenance of graval staking levelling watering tamping rolling all leads labour charges and other incidental and
operational charges etc. complete as directed by the H.M.W.S.&.S. Board Engineers.
Supply, devliery and filling of good quality Quarry dust (50& Rubbish 50% HBG stone 2.36mm) where ever
required as directed by depatmental officers including cost and convenance of quarry dust stacking, levelling,
watering, tamping & rolling all leads labour charges and other incidental and operational charges etc.complete as
directed by the H.M.W.S.&.S. Board Engineers. For 200mm dia pipe
For 250mm dia pipe
Re-alignment of domestic sewer connection from defunts sewer to new sewer line from lanes and by lanes- supply ,
laying, jointing and testing of 101.6mm sewer first class pipe with air tight cement motor 1:5 proption including
excavation of trenches and socket pits in all types of soils except rock up to 5 feet depth and refilling with watering
and tamping (Specification as per item No.1 of R&B Hqrs, Circle SSR for the year 1999 -2000 & WS.item) 100mm
dia
Redoing of 15mm dia PPC connections for domestic water supply connection including earth work excavation, cost
of MDPE pipes, refilling etc., complete as directed by the dept.officers.
Refilling the pipe line trenches with selected excavated soils complying with standard specification after the pipe line
is laid, joined and tested as etc., complete as directed by the H.M.W.S.&.S. Board Engineers including breaking of
clods, watering, tamping and inclusive of all incidental and operational charges etc., complete as directed by the
H.M.W.S.&. S. Board Engineers. For 200mm dia
For 250mm dia pipe
Carting the excavated earthwhich is not useful to refilling the pipe line trenching including 10KM loading, unloading,
incidental and labour charges,incidental and operational charges etc., complete as directed by the HMWSSB
Officers. For 200mm dia
For 250mm dia
Cement Concrete (1:2:4) With 400Kgs Cement/M3 mix with 20mm gauge hard granite machine crushed metal
including cost and conveyance of all material to site, machine mixing of concrete, lifts, leads from work laying in
positing, vibrating, compacting, curing, all labour charges, tools and plants and all other incidental and operational
charges etc.,complete as directed by the H.M.W.S.&.S. Board Engineers.

(Rupees Twenty Six Lakhs Thirty Three Thousand Six Hundred Seventy Seven and F
Part-II - Reimbursement Items:
Part-II - Reimbursement Items:
GST @12 % on contract as per actuals
GST @18 % on Material as per actuals
Labour cess 1.00 %
NAC Cess @0.1% on finished contract as per actuals
TPQC @1.18 %
Advaticement charges @ 1 %
Total (Part-II - Reimbursement Items)
(Rupees Two Lakhs Sixteen Thousand One Hundred Eighty and Sixty Six P
CONTRACTOR
olony under defence Colony Section, Sd-I, O&M Divn.No.XIII.

re subject to alterations, omissions,deductions or additions as provided for in the

unit rates noted below are those governing payment for extras or deductions or
cations of this contract.

m or practice to the contrary) according to the actual quantities placed and finished
alculated by measurement or weight at the respective prices without any additional
u and complete in every respect.

Amount
Quantity Rate (INR) Unit
(INR)

285.00 Rmt 46.00 One Rmt 13,110.00

21.38 Cum 2793.00 One Cum 59,714.34

10.73 Cum 2793.00 One Cum 29,968.89

86.98 Cum 343.00 One Cum 29,834.14

18.64 Cum 246.00 One Cum 4,585.44

102.15 Cum 343.00 One Cum 35,037.45
17.02 Cum 246.00 One Cum 4,186.92

11.83 Cum 3124.00 One Cum 36,956.92

193.01 Cum 246.00 One Cum

285.00 Rmt 128.69 One Rmt 36,676.65

 150.00 Rmt 302.00 One Rmt 45,300.00

135.00 Rmt 376.00 One Rmt 50,760.00

19.00 Nos 12588.00 Each 239,172.00

29.20 Nos 873.00 Each 25,491.60

11.83 Nos 474.00 Each 5,607.42

22.50 Cum 923.00 One Cum 20,767.50

16.20 Cum 923.00 One Cum 14,952.60

360.00 Rmt 423.00 One Rmt 152280.00

150.00 Rmt 201.00 One Rmt 30150.00

72.24 Cum 34.90 One Cum 2,521.18

96.08 Cum 34.90 One Cum 3,353.19

38.94 Cum 132.40 One Cum 5,155.66

29.37 Cum 132.40 One Cum 3,888.59

25.00 Cum 5948.00 One Cum 148700.00

Total Rs. 998170.48

nty Seven and Fifty Five Paise Only) 40,124.60
Less T.P.
@
(-)11.80%
5.00 351,397.10
105,529.18
29,283.09
0.10 2,928.31
29,283.09
35,145.82 364099.6
553,566.59 1551737.07
y and Sixty Six Paise only) 36266.92
1952103.59
Chief General Manager(Engg)
O&M Circle No.V, HMWSSB