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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹41.8 LAccepted-AOC | 1 | Accepted-AOC lowest | |
| 2 | 2₹45.5 L+₹1.7 L (3.85%)Rejected-Finance | 2 | Rejected-Finance 2nd lowest |
Tender Value
₹41.8 L
EMD Value
₹41,840
Closing Date
19 Jul 2021, 5:00 pmClosed
EE NARAINGARH
PD NARAINGARH
Restoration of existing protection of HL Bridge of 5 span 18.75m each over Roon Nadi in km. 1 on link road from Mianpur to Toka in Ambala Distt.
2021_HRY_178524_1
Restoration of existing protection of HL Bridge of
Open Tender
Civil Works - Bridges
Works
120 days
Naraingarh
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹41,840
Yes
7 Sept 2021
5 Jul 2021
22 Jul 2021
5 Jul 2021
19 Jul 2021
5 Jul 2021
Amount
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge) Nominal concrete 1: 1.5:3 or richer mix (i/c equivalent design mix) (HSR.5.23.1)
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge) Nominal concrete 1 :2:4 or leaner mix (i/c equivalent design mix) (HSR.5.23.2)
Earth work in excavation of foundation ofstructures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specifications Mechanical Means (HSR 15.1.2.1) Depth up to 3 m
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H Specifications. (HSR 15.8.3.1) RCC Grade M20
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORT&H clause 1600 (HSR 15.45)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: Cement concrete1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded cum stone aggregate 20 mm nominal size) (HSR 6.1.4)
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRT&H Specification. (HSR 27.17)
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. (HSR 35.7)
Cement Concrete Blocks (size 0.5 x 0.5 x 0.5 m) Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000. (HSR 35.8)
Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO Ill dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified (HSR 34.31)
Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surface to give an even shade (HSR 11.78)
The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under :- Steel @ Rs. 25.00/ Kg
Stone boulder @ Rs. 863 /cum
The Shivalik Coop L and C Society Ltd
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tech_eval.pdf
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