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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹72.0 LAccepted-AOC GRAM POST NAMTI CHET BAGAD KAPKOT BAGESHWAR UTTARAKHAND | ₹72.0 L | 1 | Accepted-AOC Rate Quoted Lowest |
| 2 | 2₹73.6 LRejected-Finance | ₹73.6 L | 2 | Rejected-Finance Rate quoted High |
| 3 | Rejected-Technical 68 MOHIT VIHAR NIRANJANPUR DISTT DEHRADUN | - | - | Rejected-Technical disqualified |
| 4 | Rejected-Technical LINE JEEVANGARH AMBARI DISTT DEHRADUN | - | - | Rejected-Technical disqualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical disqualified |
Tender Value
₹75.1 L
EMD Value
₹1.7 L
Closing Date
20 Feb 2024, 5:00 pmClosed
Executive Engineer Irrigation Division Vikasnagar
Office of Executive Engineer Irrigation Division Vikasnagar
FLOOD PROTECTION WORKS IN GRAM PANCHAYAT BHUDDI,GANESHPUR NEAR MANAK SIDH TEMPLE, RESTORATION OF DAMAGED PROTECTION WALLS IN VILLAGE RATANPUR AT LANDIRAO NALA IN SAHASPUR BLOCK,DISTT.DEHRADUN (UNDER CM ANNOUNCEMENT) Reach 0.00 Km to 2.00 Km
2024_IRDCE_68740_4
6/EE/2023-24 Dated 31.01.2024
Open Tender
Civil Works
182 days
Sahaspur District Dehradun
AS PER STANDARD BIDDING DOCUMENT
2 documents required · 2 mandatory
₹4,720
Executive Engineer Irrigation Division Vikasnagar
₹1.7 L
Office of E E Irrigation Division Vikasnagar
20 Mar 2024
2 Feb 2024
21 Feb 2024
2 Feb 2024
20 Feb 2024
2 Feb 2024
5 Feb 2024
Amount
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause305.1 including setting out, construction of shoring and bracing, removal of stumps and otherdeleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.upto 3 m Depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 in cement mortar(1:5)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4)
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M25 ( R.C.C.1:1.5:3)
Providing and laying of wire crates 3.00x1.50x1.50 in size with a 8 gauge BWG GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each.(As per PWD Uttarakhand Specification)
Pointing with cement mortar (1:3) on stone masonry as per drawing and technical specification Clauses 613.3 and 1204
Providing weepholes in brick masonry/stone masonry wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards
Hand Packed stone filling in back of wallls including cost of all materials, royality,T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material,labour and T&P etc. required for proper completion of the work.
Providing and Laying Reinforced Cement Concrete Pipe NP4 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.(1000 mm dia)
Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets(300 mm dia)
Biresh Singh
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