Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date5 Feb 2024
Closing Date14 Feb 2024
Tender Amount₹ 4,77,96,654
Costs
EMD
₹ 12,56,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HPDA_890625_1Tender No
743/SE/HPDA/2024Tender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
GEM & Bid Advisory Services
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BOQ Items
Same as above item no. 1 S.I. No. 253 (a) but mechanically compacted to achive 95% proctors density including arrangement of water settlement and all T&P charges including roller and its fuel charges (Roller charges accounted for @900.00 per day with diesel for output of 325 cum per day) add extra to item no. 1, S.I. No. 253 (a), (U.P.P.W.D. S.R.- 2008 S.I. No. 260 (a)
7445.96
-223378
30
SUB BASE AND BASE
-
-
-
Construction of Granular Sub-Base by providing coarse graded material, spreading in uniform layers 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, as per MoRTH specification clause No. 401 complete in all respects.
1076.94
3951292
3669
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 layers with paver in sub- base base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRTH specification clause No. 406 complete in all respects.
1472.46
6106291
4147
BITUMINOUS CONSTRUCTION
-
-
-
Providing and applying Primer Coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, as per MORTH specification clause No. 502 complete in all respects.
15240.5
565422
37.1
Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0 30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom, as per MoRTH specification clause No. 503 complete in all respects.
15240.5
292617
19.2
Providing laying and rolling of Open Graded Premix Surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using 60/70 penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity. finished to required level and grades. as per MORTH specification clause No. 511 complete in all respects.
15240.5
3119730
204.7
Providing and laying Seal Coat (Type B) sealing the voids in a bituminous surface laid to the specified levels, Bitumen 60/70 grade and cross fall as per MoRTH specification clause No. 513 complete in all respects.
15240.5
1219240
80
MISCELLANEOUS
-
-
-
Brick edging on both side of the road of M-150 bricks 7 cm wide, 11 cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge. (As per U.P.P.W.D.D.S.R.-SL.No. 765)
3.82
343530
90000
SEWER LINE
-
-
-
Excavation for laying sewers, manholes, gully pits, chambers, sumps etc. in ordinary soil (earth sand, loam and clay) including cutting of joint pits trimming, dressing leveling, refilling of trenches in 20 cm layers watering sand ramming the same including removal of surplus earth of other dismantled materials upto a distance of 50 m. from the centre of trenches.
-
-
-
0-1.50 m below Ground Level
3246.42
695448
214.22
1.50-3.00 m below Ground Level
268
72306
269.8
Provide and fixing open timbering in trenches for the depth upto 3 m below ground level consisting of 40 mm thick approved country wood planks for polling boards, 125 mm x 75 mm Indian-Sal wood walers and 100 mm dia Sal ballies for struts at 1.5 mc/c including removal after laying of sewer. (Both sides of trenches will be taken as one side for the purpose of payments & measurement i.e. area equal to length x depth of trench).ismantled timbering materials will be the property of the contractor.
588
277536
472
Supply of ISI marked (IS:458) Spigot & Socket type R.C.C. NP-2 Pipe suitable for rubber ring joint including supplying of rubber rings confirming to IS 5382 complete.
-
-
-
150 mm dia RCC pipe NP-2 class
3027.5
832562
275
200 mm dia RCC pipe NP-2 class
1904
714000
375
250 mm dia RCC pipe NP-2 class
522
-261000
500
Providing Laying and jointing Spigot & Socket type R.C.C. NP-2 Pipe suitable for rubber ring joints, including lowering in trenches, laid to correct levels up to required depth including testing of joints and connection with the respective manholecomplete in all respects as per the direction of engg-in-charge.
-
-
-
150 mm dia RCC pipe NP-2 class
upto 1.5 m depth
3027.6
853783
282
200 mm dia RCC pipe NP-2 class
upto 1.5 m depth
127.15
40433
318
250 mm dia RCC pipe NP-2 class
1.50 3.00 m depth.
1213.59
429610
354
Providing and laying in cement concrete 1:4:8 (1 4 coarse sand 8 stone baliast 40 mm nominal size) and curing complete in bedding of RCC pipes including cost of form work in the trenches
414.97
2531317
6100
Constructing brick masonry manhole / Inspection Chamber with F.P.S. bricks in cement mortar 1 4 (1 cement 4 coarse sand) RCC top slab with 1.5.3 mix (1 cement 1.5 coarse sand 3 grade stone aggregate 20mm nominal size); foundation concre concrete 1:4 8 mix (1 cement 4 coarse sand 8 Sch. No. 40 mm nominal size) cement graded stone aggregate inside plastering 12 mm thick with cement mortar 1:3 (1cement 3 coarse sand) finished with all floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement: 2 coarse sand: 4 graded stone a aggregate 20 mm nominal size) finishd with a floating coat of neat cement complete with 20 x 20 mm square bar C. 1. foot rests fixing with cement concr Fixing of Cl concrete blocks 1:2:4, including fixing of CI PCCC MH cover and frame in 150 mm thick cement concrete 1:2:4 (1cement 2 coarse sand 4 gradded stone aggregate of 20 mm nominal size) including centering, shuttering, excavation, refilling and disposal of surplus earth as directed complete in all respects. (The cost of MH cover and frame shall be seperate)
-
-
-
Inside size 600 x 600 mm & 600 mm deep
155
735521
4745.3
Inside size 600 x 600 mm & 900 mm deep
245
1658160
6768
Constructing brick masonry circular manhole of 560 mm internal diameter at top with F.P.S. bricks
in cement mortar 1:4 (1 cement: 4 coarse sand) inside cement plaster 12 mm thick with cement
mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8 mix (1 cement 4 coarse sand 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1) cement 2 coarse sand: 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design with plastic encapsulated M.S. foot rests 30 x 20 x15 cm, including fixing of CI / PCCC MH cover and frame in 150 mm thick cement concrete 1:2:4 (1 cement 2 coarse sand 4 gradded stone aggregate of 20 mm nominal size) including centering, shuttering, excavation, refilling and disposal of surplus earth as directed complete inall respects (The cost of MH cover and frame shall be seperate)
-
-
-
900 mm internal dia at bottom & 900 mm deep
35
266945
7627
1200 mm internal dia at bottom & 1650 mm deep
78
1093872
14024
1500 mm internal dia at bottom & 2250 mm deep
37
770525
20825
Extra for depth for circular manhole with F.P.S. bricks in cement mortar 1 4 (1 cement 4 coarse
sand) as per above item.
-
-
-
900 mm internal dia at bottom from 900 to 1650 mm
143.75
848987
5906
1200 mm internal dia at bottom from 1650 to 2250 mm
17.3
137240
7933
1500 mm internal dia at bottom from 2250 to 3000 mm
19.75
189856
9613
Providing Precast Concrete Manhole cover and frame conforming to IS: 12592-2002., The concrete mix should be not less than M 30.
-
-
-
Medium duty, MD-10 grade designation - 600x600 mm internal size.
725
2019792
2785.92
Heavy duty, HD-20 grade designation - 560 mm internal diameter.
322
897066
2785.92
DRAIN WORK
-
-
-
Earth work in excavation in trenches for foundations and pipes cables etc in ordinary soil (loan clay or sand) including lift upto 1.5 m, lead upto 30 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge with in a lead of 30m
Upto 1.5 M depth.
4599.59
505954
110
Providing and laying in cement concrete of following grade with curing complete, including cost of form work in foundation and base 1:4:8 (1 cement: 4 coarse sand and 8 gradded stone aggregate of 40 mm nominal size)
558.78
2235120
4000
Brick work in 1: 4 (1 cement & 4 coarse sand) in foundation and plinth including supply of all materials labour, tools & plants etc required for proper ompletion of the work.
2168.52
11211248
5170
12 mm thick Plaster with cement and fine sand of 1.25 fineness modules in 1 4 over brick work minimum thickness not to be less than 10 mm including supply of all materials, labour, tools & plants etc. required for proper completion of the work
10040.11
2008022
200
Providing and laying in cement concrete 1: 2:4 (1) cement, 2 coarse sand & 4 gradded stone gnt of 20 mm nominal size) and curing complete, including cost of form work in chamfering of corner of drain
77.97
549709
7050
RCC SLAB ON CROSSING
-
-
-
RCC work M-20 of cement, approved coarse sand and 20 mm gauge approved stone grit excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG GI binding wire and including neccesary centering and shuttering etc and supply of all materials, labour and T&P etc required for proper completion of the work including cost of binding wire. Strength of the concrete shall not be less than M-20 In RCC Slab
17.34
149817
8640
M.S. (Tor steel or plain) in plain work such as R.C.C. work including bending for proper shape and including supply of steel & its wastage, bend, hooks. and authorised overlapping shall be measured and including cost of binding wire
10.74
76658
7141
WATER DISTRIBUTION SYSTEM
-
-
-
Earth work in excavation in trenches for pipes etc in ordinary soil (loan clay or sand) including lift upto 15 m, lead upto 30 m and including filling watering and ramming of excavaled earth into the trenches and disposal of surplus lead of 30m.
Upto 1.5 M depth.
2182.43
467519
214.22
Supply, laying, jointing, testing and commissioning of H.D.P.E. 4984, including transportation upto the site, jointing by butt fusion/ electro fusion welding providing and fixing all fittings i.e. bends, tees, couplers, junctions, tapers. reducers, end caps, flanges with nut and botts for fixing of Duraline)
-
-
-
90 mm. OD (PNN 6)
530
324890
613
110 mm. OD. (PN 6)
1119
879534
786
Providing and laying cement concrete 1.2.4 (1 cement: 2 coarse sand 4 graded stone agg. 20 mm nominal size) for thrust blocks at bends and junctions of water lines including necessary excavation, centering, shuttering etc as directed and required at site to complete the work..
3.04
21432
7050
Supply, fixing in position, testing ISI marked cast iron double flanged sluice valves as per IS:14846-2000, (PN 1 MPa) with ss stem. bolts nuts, 3 mm thick rubber gaskets including transporting to worksite, Complete as per drawings & directions of the Engineer-in-charge.
(MAKE: Kirloskar /Venus / IVC / Zaloto / Audco)
-
-
-
80 mm nominal dia
7
37632
5376
100 mm nominal dia
20
75316
3765.8
Constructing brick masonry chamber 600 x 600 x 1000 mm 4 coarse sand) inside with F.P.S brick work in cement mortar 1:4 (1 cement:foundation concrete 1.4:8 (1 cement for Sluice Valve necessary excavation 4 coarse sand. & graded cement mortar 1 stone aggregate 40 mm nominal size) and inside plastering with 3 (1 cement. 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design including fixing of CISFRC coves and frame in 150 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand 4 gradded stone aggregate of 20 mm nominal size) including centering, shuttering, excavation, refilling and disposal of surplus and frame shall be seperate)
27
217590
8058.92
Providing Precast Concrete Manhole cover and frame conforming to IS: 12592-2002. The concrete mix should be not less than M 30 Heavy duty, HD-20 grade designation 600x600 mm internal Size
27
76950
2850
SERVICE CONNECTION
-
-
-
Earth work in excavation in trenches for pipes etc in ordinary soil (loan clay or sand) including lift upto 1.5 m, lead upto 30 m and including filling watering and ramming of excavated earth into the trenches and disposal of surplus lead of 30m.
2397
513485
214.22
Supply laying jointing, testing and commissioning of H.D.P.E. pipes (PE 80) as per IS 4984, including transportation upto the site, jointing by butt fusion/ electro fusion welding, providing and fixing all fittings i.e. bends, tees, couplers, junctions, tapers. reducers, end caps, flanges with nut and bolts for fixing of appurtenances complete in a respects. (Make Duratine)
-
-
-
20 mm. OD
2586
253428
98
25 mm. OD
329.5
36904
112
Providing house service connections to various units by PE 80, electrofusion fittings of minimum PN 10 i.e. tapping tee, réducer, coupier, elbow, bend, tee, collar from 90/110/140/160/200 mm die water line, with outlet suitable for 20/25 mm dia PE pipes (the cost of PE pipes shall be separate) (Make Duraline / Reliance / Kimplas)
-
-
-
110 x 25 MM dia.
242
117854
487
110 x 20 MM die.
3
-1329
443
90 x 25 MM dia.
60
27600
460
90 x 20 MM dia.
14
-5824
416
GARDEN HYDRANT
-
-
-
Earth work in excavation in trenches for pipes etc in ordinary soil (loan clay or sand) including lift upto 1.5 m, lead upto 30 m and including filling watering and ramming of excavated earth into the trenches and disposal of surplus lead of 30m.
Upto 1 5 M depth.
15
1650
110
Supply, laying jointing, testing and commissioning of H.D.P.E. pipes (PE 80) as per IS 4984 including transportation upto the site, jointing by butt fusion / electro fusion welding providing and fixing all fittings te bends, tees, couplers, junctions, tapers, reducers, end caps, flanges with nut and bolts for fixing of appurtenances complete in all respects (Make Duraline)
25 mm OD (PN 10)
20
2240
112
Providing & fixing of hand lever / butterfly handle operated forged brass body full way ball valve type garden hydrant valve with brass hose nippu! having forged brass hard chrome plated mirror finish ball, steel handle with PVC grip, teflon seat, screwed end stested to a pressure of 15 kg/sqcm compiete. (Make CIM Audco Festo)
20 mm nominal bore
4
11740
2935
Constructing brick masonry chamber 300 x 300 x 500 mm, inside with FPS. brick work in cement mortar 1: 4 (1 cement 4 coarse sand) for Garden Hydrant, with SFRC cover/frame 300 x 300 mm fixed in cement concrete cover 12:4mix (1 cement 2 coarse sand 4 grade stone aggregate 20mm nominal size); necessary excavation, foundation concrète 1:4:8 (1 cement 4 coarse sand: 8 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design
4
11276
2819
Extra item
-
-
-
Cartage of earth upto 8 Km.
8992.96
-2069280
230.1
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