Hapur Pilakhua Development Authority Tender
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Hapur Pilakhua Development Authority - HPDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date25 Feb 2025
Closing Soon21 Mar 2025
Tender Amount₹ 5,36,93,940
AI Insights
Technical
Technical
Financial
Bid Capacity
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The bid capacity required for different categories of work are as follows: 1. For Work more than Rs. 200.00 lakh: - Cumulative Financial Turn Over: 1.5 Times bid value - Current Liquid Assets: 15% of the bid value - Net Worth: Minimum Tangible net worth of at least 25% of the bid value. - Hasiyat is required not less than Rs 50.00 Lakh 2. For Work more than Rs. 50.00 lakh to Rs. 200.00 lakh: - Hasiyat is required not less than Rs 40.00 Lakh 3. For Work more than Rs. 25.00 lakh to Rs. 50.00 lakh: - Hasiyat is required not less than Rs 12.50 Lakh 4. For Work more than Rs. 10.00 lakh to Rs. 25.00 lakh: - Hasiyat is required not less than Rs 6.25 Lakh Additionally, the bidding capacity can also be calculated using the formula: Bidding Capacity = (AxNxM)-B Where A = Maximum value of civil engineering works executed in any one year during the last five years, N = Number of years prescribed for completion of the works for which bids are invited, M = 2.5 B = Value, at the current price level, of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited.
Technical Capacity
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The required prior work experience for the bidder varies based on the category of work. 1. For work more than Rs. 200.00 lakh: At least four years in the organized sector, with either two similar completed works aggregating to the bid value or one similar completed work costing not less than 80% of the bid value. 2. For work more than Rs. 50.00 lakh to Rs. 200.00 lakh: At least four years in the organized sector, with either three similar completed works aggregating to the bid value (at least one work should be of 50% of the bid value) or one similar completed work costing not less than 80% of the bid value. 3. For work more than Rs. 25.00 lakh to Rs. 50.00 lakh: At least three years in the organized sector, with either three similar completed works aggregating to the bid value (at least one work should be of 50% of the bid value) or one similar completed work costing not less than 80% of the bid value. 4. For work more than Rs. 10.00 lakh to Rs. 25.00 lakh: At least two years in the organized sector, with either three similar completed works aggregating to the bid value (at least one work should be of 50% of the bid value) or one similar completed work costing not less than 80% of the bid value. The values and percentages of similar works completed mentioned are:
- 80% of the bid value for a single similar completed work
- 50% of the bid value for at least one work in the case of multiple similar completed works
- The total bid value for the aggregate of similar completed works.
Costs
EMD
₹ 13,74,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Construction Work Of Damaged Furnance Road In Kheda Industrial Area Under Pilkhuwa Area
Description
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Contact
Tender Id
2025_HPDA_1011391_1Tender No
369/SE/HPDA/2025Tender Authority
Hapur Pilakhua Development Authority ViewPurchaser Address
-Website
http://https://hpdaonline.com/
GEM & Bid Advisory Services
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BOQ Items
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Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density.) of a Item no. 2 above
1350
20
28293.3
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin-Charge.
With material conforming to Grade-II (size range 53 mm to
0.075 mm ) having CBR Value-25
1531.35
2466
3777561.74
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Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge.
1368.38
3498
4787904.44
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Supply & fixing of Sepreation membren of permaiable Plastic Sheet 125 micron thick i/c supply of all meteriels & labours as per direction of E/I
9122.56
12
115409.51
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Providing and laying design mix cement concrete of M-40 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine & Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer
2323
9251
21491603.86
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Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. .@ 2.5kg/cum of item no.-6 above 2322x2.50
5807
46
271819.86
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M.S (Tor steel or plain) work in plain work such as RCC or RB (SI.No 504 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 0.25% of the Item No.-7
365
7502
2738237.3
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Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)
2570
4
11487.9
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge
80 mm thick C.C. paver block of M-35 grade with approved
colour design and pattern.
1060
920
975805.26
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Part-B Drain Work
-
-
-
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Excavation 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.
2133
109
233595.5
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Providing and Laying position cement of concrete of speciefied grade excluding the cost of centering, shuttering all work up to plinth level 1:4:8 (1 Cement: 4 coarse sand (zone III) derived from natural sources: 8 grade stone aggregate 40 mm nominal size derived from natural sources.
274.5
5745
1577068.66
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Providing and Laying in position apecified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement- all work up to plinth level.
1.1.5.3 (1 Cement: 1.5 coarse sand (zone III) derived from natural sources: 3 grade stone aggregate 20 mm nominal size derived from natural sources.
1059
7629
8079307.97
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Centering and shuttering including strutting propping etc. and removal of from for all
Foundation, footing, bases of column etc. for mass concrete
433
330
143209.99
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Wall (any Thickness) including attached plasters butteresses, plinth and string courses etc.
2304
710
1637141.76
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Suspended floors, roofs, landings, balconies and access platfrom
75
782
58653.23
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M.S (Tor steel or plain) work in plain work such as RCC or RB (SI.No 504 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 Take 1.25% of Item No.11+12+13 above= (1145x1.25)/100x78.5=1124.00Qtl
955
7502
7164429.1
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Dewatering of water from drains & Ponds
240
417
100080
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