Hapur Pilakhua Development Authority Tender

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Hapur Pilakhua Development Authority - HPDA Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date25 Jun 2024
Closing Date22 Jul 2024
Tender Amount₹ 1,43,91,697 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Construction of granular sub-base by providing coarse graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401, MORT&H - 401. (AR)

180

664704

3692.8

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Providing & laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H - 406.

180

746460

4147

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Brick edging on both side of the road of M-150 brick 7cm wide & 11 cm deep laid with mud mortar i/c labour & supply of bricks finished to the required template and in proper alignment and also stacking dressing & ramming the excavated earth as directed byE/I SOR-2022/765

600

54000

90

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Cement concrete wikth 4 cm (1.1/2) gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supplt of all materials, labour and T&P etc. required for proper completion of the wrok. PWD SOR 2022/275

5

21500

4300

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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). DSR-2021/16.69

25

181633

7265.36

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Supply and fixing of 80 mm thick I shaped rubber moulded cement grey / ordinary red inter locking cement concrete paver blocks confirming IS:15658/2006 of approved shape manufactured by high pressure and control vibration machine having plan dimension 200x(160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less than 30 MPa (M-30) including levelling & dressing of surface up to required level and slopes filling joints with local sand including cost of material, labour, T&P required for proper completion of work as directed by E/I and as per approved specifications. (AR-25 Based on PWD -2019)

1800

1318500

732.5

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Cement concrete wikth 4 cm (1.1/2) gauge approved stone ballast, approved coarse sand and cement in the proportion of 4:2:1 including supplt of all materials, labour and T&P etc. required for proper completion of the wrok. PWD SOR 279(a)/2022

46

324300

7050

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Part (B):-- DARIN WORK

-

-

-

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Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. (where machine can not be reach/move) PWD SOR SI NO 251(a)/2022

470

51700

110

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Concrete with 4 cm. gauge brick ballast fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors including supply of all materials, labour, tools and plants etc required for proper completion of the work PWD SOR SI NO 273/2022

71

284000

4000

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M-150 brick work in 1:4 one cement and four coarse sand of 2.20 F.M. mortar in super structure including supply of all materials, labour and T&P etc required for proper completion of the work PWD SOR SI NO 305(a)/2022

176

909920

5170

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12mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work.SOR-2022/584

615

123000

200

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Cement concrete wikth 4 cm (1.1/2) gauge approved stone ballast, approved coarse sand and cement in the proportion of 4:2:1 including supplt of all materials, labour and T&P etc. required for proper completion of the wrok. PWD SOR 279(a)/2022

19

133950

7050

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Disposal of surplus earth avaiable from cutting including cartage upto 0.5 km as per direction of E/I SOR-2022/261(a)

470

16450

35

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RCC work in ratio 1:1.5:3 with cement and coarse sand and 200mm stone grit………completion of work. SOR-2022/284 New

8

72240

9030

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M.S (Tor steel or plain) work in plain work such as RCC or RB work including bending for proper shape and including supply of steel and its wastage, bend, hooks and authorized over lapping shall be measured and including cost of binding wire. SOR-2022/504 AR

10

71410

7141

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Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.Μ.Τ. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c. including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer in-charge. DSR-2021/23.9

5

5116

1023.35

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13.18 Neat cement punning. sqm 42.60(AR)

3000

122700

40.9

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Part (C):-- SEWER WORK

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-

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Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. in ordinary soil (loam, clay& sand ) i/c cutting of joints pits, trimming, dressing, levelling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removel of surplus earth or other dismentled materials, upto a distance of 50M from the center of trenches.

-

-

-

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0-1.50 MBGL

1240

265632

214.22

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1.50-3.00 MBGL

516

139216

269.8

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Supply,Carting Laying & Jointing of NP-3 RCC humepipe of different dia , & special from store to site of work lowering the same in trenches in depth upto specified depth true to alignment, caucking the joints with 1:2 cement & coarse sand mortar s/c excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete (A.R.)

-

-

-

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0-1.50 MBGL

-

-

-

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150 mm dai pipe

264

147048

557

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250 mm dia pipe

150

115170

767.8

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250 mm dia pipe

215

171393

797.18

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300 mm dia pipe

155

175305

1131

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Cement concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials , labour, tools & plants etcc required for proper completion of the work.In bedding of RCC pipes,including cost of form work in the trenches . SOR-2022/281

57

347700

6100

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Construction of brick masonry chamber of different internal size i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A. (A.R.)

-

-

-

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600x600x600 mm

132

626379

4745.3

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600x600x900 mm

132

893376

6768

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Addition or subtraction of ht of M.H. ofof different internal size manhole M-150 class B/W, 1:6 cement mortar, int. plaster 1:212, neat cement finished & 3 No. foot rest i/c s/o all mat lab. T&P etc. complete (A.R.) (0.60x0.60x1.00)m

33

194898

5906

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Construction of brick masonry chamber of 560 mm internal dia with F.P.S. bricks i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A. (A.R.)

-

-

-

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900 mm deep

20

152540

7627

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1200 mm deep

10

140240

14024

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1500 mm deep

2

41650

20825

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Addition or subtraction of ht of M.H. ofof different internal size manhole M-150 class B/W, 1:6 cement mortar, int. plaster 1:212, neat cement finished & 3 No. foot rest i/c s/o all mat lab. T&P etc. complete (A.R.)

-

-

-

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Bottom dia 900 mm dia (beyond 900 to 1650 mm BGl)

4.5

26577

5906

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Bottom dia 1200 mm dia (beyond 1650 to 2250 mm BGl)

2.5

19832

7933

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Bottom dia 1500 mm dia (beyond 2250 to 3000 mm BGl)

1

9613

9613

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Providing Precast Concrete Manhole Cover & Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -560 mm internal dia. (AR)

32

89149

2785.92

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Providing Precast Concrete Manhole Cover & Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty,HD-20 grade desination -600x600 mm internal size. (AR)

132

367741

2785.92

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Making connection of drain or sewer line with existing M.H. s/c 2428 breaking into & making good the walls floors with cement concrete 1:2:4 mix, cement plaster on both sides with cement mortar 1:3 cement & coarse sand finished with a floating coat of neat cement & making necessary channeles for the drain etc. complete for 250+ 300mm dia pipe (A) For pipes 110X25MM (UP JAL NIGAM MISC. ITEM 2428

66

42372

642

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PART- (D):-- RAIN WATER HARVESTING WORK

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-

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Earthwork in Foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling watering and ramming of excavated earth into the trenches or into space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30m from the foundation trenches.

28

3080

110

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Add to items (251-253) for every additional 30 M. (100 ft.) lead or part of 30 M (100 ft.) or for every additional1.50 M. (5 ft.) lift or part of 1.50 M. (5 ft.)

14

420

30

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Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

1

4000

4000

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M-150 Brick work in 1:4 ( 1cement : 4 coarse sand) in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.

9

46530

5170

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12mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work.

35

7000

200

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Same as Item No.-13 but for Rough Face.

4.1

922

225

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Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

0.3

2115

7050

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R.C.C work with cement , approved coarse sand & 2cm gauge approved slone grit in proportions of 1:1.5:3 in slab excluding supply of reinforcement andits bending , but including its fixing and binding the same with 24 B.W. G.G.I binding wire and shuttering tetc and supply of all materials labour tools & plants etc required for proper completion of the work including cost of binding wire . the rate excludes maing of drip course which shall be paid extra.

0.8

6864

8580

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M.S (tor steel or plain ) in work such as RCC or RB work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authories overlaping shall be measured and including cost of binding wire

10

71410

7141

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Same as above item no. 15 above but in heavy size such as turses, built up gates, record racks, gates etc, roof work, gates etc. including rivetting of welding where necessary positing.

1

8000

8000

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Painting or varnishing work in small areas or new wood/steel work with one coat ready mixed priming paint and one coat or approved superior quality ready mixed paint or varnish including supply of all materials, labour. T&P etc. required for proper completion of the work. Paint to be used should confirm the ISI.No.103-1950. As per SOR. 641+642

2.6

299

115

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Supply and Filling of Boulders 5.15 cm size including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

1.8

3193

1774

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Supply and Filling of Boulders 5 to 10 mm size including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

1.8

3303

1835.52

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Supply and Filling of Coarse sand including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

1.8

3960

2200

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Boring of 8" dia hole for rain water harvesting and lowering of 4" PVC pipe including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

36

38377

1066.05

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Supply and Laying of 110 mm dia PVC pipe 6 kg/sqcm (5 mm thick) as per ISI make and also slotted pipe including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

40

13600

340

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Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S.flats of size 50 mm x 1.6 mm complete,all as per direction of Engineer in charge.

5

5116

1023.35

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PART (E):-- WATER SUPPLY WORK

-

-

-

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Excavation for depth upto 1.5 MBGL for laying sewer line, manhole, gully traps etc. in ordinary soil (loam, clay& sand) i/c cutting of joints pits, trimming, dressing, levelling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removel of surplus earth or other dismentled materials, upto a distance of 50M from the center of trenches.(A.R.)

427

91463

214.2

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Supply carting & laying of H.D.P.E. pipe of different dia ISI marked with and including all freight taxes etc. all complete (A) 110 mm dia OD 6 kg /sqcm Pressure

-

-

-

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25 mm dia HDPE OD 6 kg /sqcm PIPE

270

30240

112

... More
110 mm dia HDPE OD 6 kg /sqcm PIPE

480

377280

786

... More
160 mm dia HDPE OD 6 kg /sqcm PIPE

65

94250

1450

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Cement concrete with 2cm gauge approved stone ballast, coarse sand cement in the proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. For pipe thrust block

2

14100

7050

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Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately)

-

-

-

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18.31.3 100 mm diameter Class I

6

20739

3456.5

... More
18.31.3 150 mm diameter Class I

3

15133

5044.39

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Construction of brick masonry chamber of different internal size i/c s/o all material, labour T&P etc. reqd. for proper completion of work as per direction of E/I as per approved design & drawing of H.P.D.A. (A.R.) (A) 600x600x900 mm

9

60912

6768

... More
Providing Precast Concrete Manhole Cover & Frame conforming of to IS:12592-2002.The concrete mix should not be less than M-30. Heavy duty, HD-20 grade desination -560 mm internal dia.

9

25073

2785.92

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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work. 18.12.5 40 mm dia nominal bore

15

7443

496.26

... More
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work. 18.12.7 65 mm dia nominal bore

30

19449

648.3

... More
Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces,tapers etc if required will be paid separately) :18.59.2 80 mm dia

9

47487

5276.35

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Making connection of drain or sewer line with existing M.H. s/c breaking into & making good the walls floors with cement concrete 1;2:4 mix, cement plaster on both sides with cement mortar 1:3 cement & coarse sand finished with a floating coat of neat cement & making necessary channeles for the drain etc. complete for 250+ 300mm dia pipe (A)110x25 mm

264

169488

642

... More
Providing and fixing Chlorinated Poly vinyl Chloride (CPVC) pipes. having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings... complete as per direction of Engineer in Charge. External work 20 mm nominal outer dia Pipes

1320

412679

312.64

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Providing and fixing G.I. pipes complete with G.I. fittings clamps including cuttint & making good the walls etc. DSR-2021/18.1

-

-

-

... More
40 mm dia (18.10.5)

660

403689

611.65

... More
15 mm dia (18.10.1)

396

101589

256.54

... More
Providing and fixing on wall face unplaqsticised- PVC rain water pipes confirming to IS: 13592 TYPE A, including jointing with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.

-

-

-

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100 mm diameter pipe

624

185702

297.6

... More
90 mm diameter pipe

660

155232

235.2

... More
PART (F) Park

-

-

-

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Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50m and lead upto 30M and lead upto 30m and including filling watering and ramming or excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of curplus earth as directed by the engineer-in-charge upto a distance of 30M from the foundation trenches

34

3740

110

... More
Concrete with 4cm. gauge brick ballast, fine sand of 1.25 FM & cement in the proportion 12:6:1 in foundation & under required for proper completion of the work

26

104000

4000

... More
M-150 class brick work in 1:4 cement and coarse sand of 305A 1.25 fineness modulous mortar in foundation and plinth proper completion of the work.

43

222310

5170

... More
2.5cm thick and of cement concrete of part cement 1/2 part approved coarse sand and 3 Parts approved 10 mm Graded stone grit and including water proofing materials as ordered by the Engineer inchrage water proofing as specified b the manufacutrer including supply of all materials labour Tools & Plant etc. required for proper completion of the work and including proper curing & shutterrings as necessary

18

7020

390

... More
First class brick in 1:4 one cement and four coarse sand of 2.20 F.M. mortar in super structure including supply of all materials, labour and T&P etc required for proper completion of the work PWD SOR SI NO 305(a)/+309+310/2022

39

231270

5930

... More
M.S. or iron work of heavy sizes such as section such as holding down bolts, hold fast, tie roads, grating etc. (when not including in and over all rates) wrought to requires form including supply og steel bolts, nuts wastage etc. and their fixing requred for proper completion of he work. PWD SOR SI NO 502(a)/2022

3

31500

10500

... More
12mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work.

620

124000

200

... More
Same as item No-8 but for Rough Face. SOR-2022@584(a)+596

360

81000

225

... More
Finishing walls with water proofing cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials, labour, Tools & paint etc. required for . SOR-2022 SNo.660

980

68600

70

... More
Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 42.1 including supply of all materials, labour, Tools & plants etc. required for proper completion of work.

1.7

11985

7050

... More
Painting or varnishing work in small areas or new wood work for every coat after first coat (Upto 1 square metre of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour, tools and plants etc required for proper completion of work paint to be used should confirm the ISI number 103-1950 PWD SOR SI NO 641 & 642/2022

9

1035

115

... More
2.5 cm th 1:2:4 P.C.C.floor with cement, approved coarse sand and 2 cm garded app. stone grit laid in panels finished with 3mm floating coat of neat cement of cement and merble dust in ratio 5:1 as specified over and including 8 cm th. base concrete consisting of cement , fine sand of 1.25 fineness modulus & brick ballast 4 cm gauge in the prop.of 1:6:12 and removing any overlapping mortar at the joints of the panels if any and giving them auni from finish, i/c so/ all mat. lab. T&P etc. reqd for proper completion of the work. SOR-2022/601(A)

11

7260

660

... More
Same as item No-13 but for Without Base Concrete.

2.8

1652

590

... More
Earthwork in cutting or in embankment in ordinary soil, 2019 253A excavation to be done from regular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm layer including ramming and dressing the surface to required levels and slopes and also including 1.5M lifts and lead up to 6-km. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30M distance as directed by the Engineer-in-charge, excluding the cost of royalty of earth. SOR-2022/253A+231A

1600

528160

330.1

... More
Provinding wall putty on new surface with approved quailty material of Bager/JK Birla or similar making 2 coats.

980

88200

90

... More
Finishing walls with acryic smooth exterior paint of required shade 13:46:1 new work (two or more coat applied@ 1.57 ltr/10 sqm som over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

100

14073

140.73

... More
M & L for providing SEE SAW (2 seater ) size 2400 mm long seat X 1800 mm wide 400 mm height (above the ground) frame is made of MS pipe 50 mm dia nominal bore Heavy class. Seating beam is of MS pipe Heavy class laid by MS sheet 18 SWG of 300 mm dia and its handle and 'C' type cantilever is made of MS pipe 20 mm dia nominal bore Heavy class. This seating beam if fitted with the frame complete indcuding fixing of vertical members in cement concrete block of size 45 cm X 45 cm X 45 cm of ration 1:2:4 type B-1. The rates includes for cost of cement concrete blocks and applying of priming with red oxide primer and painting two of more coats of Duco paint of approved quailty in multicolor on all steel surface compete. Including all tax. (AR)

1

8756

8756.89



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