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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.1 LAccepted-AOC | L1 | Accepted-AOC Accept | |
| 2 | L2₹38.6 L+₹1.4 L (3.89%)Rejected-AOC DOON PUBLIC SCHOOL NEAR HOUSE NO 838 P SECTOR 21 PANCHKULA 134112 | PANCHKULA | PANCHKULA | HARYANA | 134112 | L2 | Rejected-AOC Reject |
Tender Value
₹35.5 L
EMD Value
₹71,100
Closing Date
30 Jun 2021, 2:00 pmClosed
Executive Engineer, M/Garh Canal W/S Division, NNL
Executive Engineer, M/Garh Canal W/S Division, Narnaul
Laying RCC pipeline from Km. 23.200/T of Ateli Disty. to provide irrigation facilities to village Sujapur as well as to feed the village pond Rahibodha of village Chanpura
2021_HRY_176948_8
No. 2199-2213/6A Dt. 18/06/2021
Open Tender
Civil Works
Item-rate/Agreement basic
60 days
NARNAUL
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,500
₹71,100
Yes
4 Jan 2022
23 Jun 2021
1 Jul 2021
23 Jun 2021
30 Jun 2021
23 Jun 2021
Amount
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m All kinds of soil Pipes, cables etc. exceeding 300 mm metre dia but not exceeding 600 mm (HSR item no- 4.16.1.3) 450mm
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m All kinds of soil Pipes, cables etc. exceeding 80 mm metre dia. but not exceeding 300 mm dia( HSR item no- (4.16.1.2) 300mm
1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm nominal size) (HSR item No.6.1.6)
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 item No.4.14.1)
Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer -in -charge 450 mm i/d (HSR item no-20.62.6)
Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer -in -charge 300 mm i/d (HSR item no-20.62.3)
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR item no-7.21.1)
12 mm cement plaster of mix 1 :3 (1 cement: 3 fine sand) (HSR item No. 11.5.2)
Providing, hoisting and fixing up to floor four level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor four level, including the cost of required centering, shuttering but , excluding the cost of reinforcement with 1 :1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR item No. 6.44)
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 item No. 6.33.3)
Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with in 110 mm diameter (HSR NO. 9.57.2)
ARVIND KUMAR CONTRACTOR
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