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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LRejected-Finance | L1 | Rejected-Finance EMD Refund Only | |
| 2 | L2₹7.5 L+₹35,766.06 (5.04%)Rejected-Finance | L2 | Rejected-Finance EMD Refund Only | |
| 3 | L3₹8.3 L+₹1.2 L (17.6%)Rejected-Finance | L3 | Rejected-Finance EMD Refund Only | |
| 4 | Rejected-Technical | - | Rejected-Technical Non-Responsive |
Tender Value
₹7.7 L
EMD Value
₹16,000
Closing Date
26 Apr 2021, 5:00 pmClosed
EE, Provl. Divn. PWD B and R Narnaul
EE, Provl. Divn. PWD B and R Narnaul
Construction of 10 feet span slab type culvert on Bassai to Sehlang road at RD 0.010 and RD 0.300 in Mohindergarh District (Road ID 8388)
2021_HRY_167750_1
Bassai Sahlang span culvert (Rs. 7.66 lacs)
Open Tender
Civil Works - Roads
Item-rate/Agreement basic
90 days
Works
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹16,000
Yes
14 Aug 2021
6 Apr 2021
27 Apr 2021
6 Apr 2021
26 Apr 2021
6 Apr 2021
Amount
Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres (HSR 6.6)
Cement concrete 1:4:8 with brick ballast 40mm nominal size in foundation and plinth. (HSR 10.36)
First class brick laid in cement sand mortar 1:5 in foundation and plinth. (HSR 11.3)
Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. [HSR 10.41]
Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with Horizontal, excluding steel reinforcement but including centering and shuttering, laid in position complete in all respect. (HSR 10.82 + 10.95 a)
Brick-on-edge flooring laid in cement sand mortar 1:4 on 75 mm thick cement 1:8:16 and 100 mm sand filling and cement pointed 1:2 on top. (HSR 14.23)
Cement pointing 1:2 deep variety on brick and tile work. (HSR 15.60)
12 mm thick cement plaster 1:6 (HSR 15.7)
White Washing Three coats (HSR 16.48)
Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/depths/storeys/basements etc. Note:- Reinforcement shall be measured in length including heoks, if any separately for different in diameters as actually used in work, excluding overlaps, wastage, overlaps, Couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other method for binding and placing shall not be measured and cost of these items shall be deemade to be included in the rates for reinforcement. (HSR 18.22)
Making and filling expansion joints, with bituminous filler (bitumen 40 percent, asbestos 5 percent and sand 55 percent), 12 mm wide (HSR 24.34)
SD Construction Company
Pradeep Kumar, Contractor, VPO Kotia, Tehsil Kanina, District Mohindergarh
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