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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC | ₹2.3 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹2.4 Cr+₹7.4 L (3.24%)Rejected-AOC | ₹2.4 Cr+₹7.4 L (3.24%) | L2 | Rejected-AOC Rejected |
Tender Value
₹2.5 Cr
EMD Value
₹5.1 L
Closing Date
2 Nov 2021, 5:00 pmClosed
Executive Engineer
Executive Engineer Pundri W/S Division Kaithal
Re-habilitation of Mohna Minor from RD. 0-31200
2021_HRY_193786_1
11652-75/14-A Dated 26.10.2021
Open Tender
Civil Works
Item-rate/Agreement basic
180 days
Kaithal
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
₹5.1 L
Yes
Canal Colony Kaithal
2 Dec 2021
27 Oct 2021
3 Nov 2021
27 Oct 2021
2 Nov 2021
27 Oct 2021
29 Oct 2021
Amount
Earth work in excavation by Mechanical means (hydraulic excavator) manul means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm in plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5m, as direted by Engineer-in-charge. All kinds of soil HSR-4.12.1
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. HSR 4.14.1
Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 KM HSR-4.33
Dismantling of brick work masonry in cement HSR 5.7.4
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge. HSR 5.25
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 6.1.2
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 40 mm nominal size) HSR 6.1.3
Extra allowance for form work in concrete lining (for coping) for in bed HSR 14.16.1
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 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 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm nominal size) HSR 6.1.6
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: 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) HSR 6.1.8
Providing and laying in position specified 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-Ill): 3 graded stone aggregate 20 mm nominal size) HSR 6.14.1
M-15 grade plain cement concrete. HSR- 6.22.2.2
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. HSR 6.29.1
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and Shelves (Cast in situ) HSR 6.30.3
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 Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D or more. HSR 6.33.6
Dismantling of gate and gearing at HR LS
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) HSR 7.20.1
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:3 (1 cement: 3 coarse sand) HSR 7.20.1 (7.4-7.3)
Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): Raised and cut pointing HSR 11.25.2
Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means HSR 14.2
Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including 10mm thick cement plaster 1:5 form work, dressing and preparation of sub grade and curing as per directions of Engineer-in-charge.Manually in curved and side slope portion HSR 14.10.1.2.
Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including 10mm thick cement plaster form work, dressing and preparation of sub grade and curing as per directions of Engineer-in-charge.Manually in Bed HSR 14.10.1.1.
Filling expansion joints, with special impervious hot pour, 12.5 mm wide. HSR-14.18
Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications Ordinary kilometre stone (precast) HSR-34.27.2
Reinforced cement concrete M 15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately. HSR- 34.28
Providing and fixing gates and gearing at Head
Laying of 150 micron polythene sheet. N S
Supply of 150 micron polythene sheet N S
Credit of dismantled brick work material.
Credit of Steel scrap
Credit of gate and gearing Steel scrap
SUBHASH CHAND CONTRACTOR
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