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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC NEAR WARD NO 15 CHHABRA COLONY NEAR NEW BYE PASS ASANDH 132039 HARYANA | KARNAL | HARYANA | 132039 | ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
21 Mar 2022, 5:00 pmClosed
Executive Engineer
Executive Engineer, Const. Division No.28, Jind
Dewatering of flood water from low laying area of field of village Dhigana From RD 0 to 7050 through pipe line out falling at RD 22860 R Bharon Khera Drain and vill Ramkali from RD 0 to 4500 through pipe line out falling at RD 7540 L Nizampur Bharo
2022_HRY_208297_2
1
Open Tender
Civil Works
Works
330 days
Jind
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
Yes
₹2.6 L
Yes
13 May 2022
10 Mar 2022
22 Mar 2022
10 Mar 2022
21 Mar 2022
10 Mar 2022
Amount
Dressing bed and preparation of sub grade for lining by mechanical/ mannual means As per HSR item No. 14.1
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-Il l) : 6 graded cum stone aggregate 20 mm nominal size) as per HSR Item No. 6.1.4
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) As per HSR Item NO. 7.21.1
Providing and laying in position cement concrete of specified grade 1:1.5:3 as per HSR Item no.6.1.1
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) As per HSR Item No. 6.14.1
12 mm cement plaster of mix 1 :3 (1 cement: 3 fine sand) As per HSR Item No. 11.5.2
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 leve.l Cold twisted bars As per HSR Item No. 6.33.3
Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing andtrimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No . 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. theinternal diametric of the sewer being: 900 mm Dia As per HSR Item No. 21.95.7
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. 900 mm Dia As per HSR Item No. 20.62.11
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies. As per HSR Item No. 6.30.3
Excavating tranches of required width for pipes, cables etc. incuding excavation for sockets and dressing complete nomanclature as per HSR item no.4.16, 4.16.1.3,4.17 & 4.18
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 . As per HSR item No. 4.14
Filling available excavated earth (excluding rock) in trenches, cum plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. as per HSR item No. 4.32
supply and fixing of PVC pipe dia 6" (2 no. per Hodi) As per HSR Item No. Code B0242
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