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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC 858 SECTOR 23 127021 2021R109 | BHIWANI | HARYANA | 127021 | ₹1.8 Cr | L1 | Accepted-AOC Accept |
| 2 | L2₹1.9 Cr+₹4.4 L (2.41%)Rejected-AOC | ₹1.9 Cr+₹4.4 L (2.41%) | L2 | Rejected-AOC Reject |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
21 Mar 2022, 2:00 pmClosed
Executive Engineer, M/Garh Canal W/S Division, NNL
Executive Engineer, M/Garh Canal W/S Division, Narnaul
Providing stone pitching and constructing spillway for conservation of surface runoff at Musnota 1 and 2 village bunds in Nangal Choudhary Area under Atal Bhujal Yojana.
2022_HRY_210951_9
No. 1217-31/6A dated 02/03/2022
Open Tender
Civil Works
Item-rate/Agreement basic
240 days
Narnaul
Please refer Tender documents.
4 documents required · 4 mandatory
₹15,000
₹4.0 L
Yes
20 Apr 2022
9 Mar 2022
22 Mar 2022
9 Mar 2022
21 Mar 2022
9 Mar 2022
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared (HSR No. 4.1)
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lift up to 1.5 m, as directed by Engineer-in-charge (HSR No. 4.12)
Excavating, supplying and filling of local earth (including royalty) by mechanical transport also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete (HSR No. 4.33)
Dressing bed and side slopes preparation of sub grade for lining by mechanical/ mannual means (HSR No. 14.1+14.2) (a) For Bed/Top (HSR No. 14.1)
(b)Side Slope (HSR No. 14.2)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (HSR No. 6.30.1)
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 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded stone aggregate 20 mm nominal size) (HSR No. 6.1.4)
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 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) (HSR No. 6.1.2)
Supply including carriage, loading/unloading & other charges i.e. GST etc. of stone for stone pitching on bunds. No addition shall be paid for wastage & be measured actually as laid, by deducting 1/7 for voids of the quantity of stone pitching
Stone or kankar block pitching by mechanical/ mannual means- On slopes of guide banks and protection works (HSR No. 16.42.2)
Providing and fixing 20 mm thick 100 mm depth tar felt expansion joint filler boards for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts (HSR No. 14.46)
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 1:4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm nominal size) (HSR No. 6.1.6)
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1 :6: 12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with Cement mortar 1 :6 (1 cement : 6 coarse sand) (HSR No. 7.83.1)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR No. 6.16)
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Cold twisted bars (HSR No. 6.33.3)
First class brick on edge 11.50 cm thick laid in reimbursements in and on 1 :4 cement sand mortar as above (HSR No. 21.12)
Ishwar Singh Contractor
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