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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.3 LAccepted-AOC | L1 | Accepted-AOC Accept | |
| 2 | L2₹28.5 L+₹1.2 L (4.31%)Rejected-AOC | L2 | Rejected-AOC Reject | |
| 3 | L3₹32.4 L+₹5.1 L (18.7%)Rejected-AOC | L3 | Rejected-AOC Reject | |
| 4 | L4₹32.9 L+₹5.6 L (20.4%)Rejected-AOC | L4 | Rejected-AOC Reject | |
| 5 | L5₹35.7 L+₹8.4 L (30.9%)Rejected-AOC | L5 | Rejected-AOC Reject |
Tender Value
₹46.1 L
EMD Value
₹92,140
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
Laying 900 i/d RCC pipe NP-2 from Singhana Road Narnaul and digging trench in bed of experimental channel from pump house ND-1 of Narnaul Disty. for recharging ground water table under Atal Bhujal Yojana.
2022_HRY_210951_7
No. 1217-31/6A dated 02/03/2022
Open Tender
Civil Works
Item-rate/Agreement basic
90 days
Narnaul
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,500
₹92,140
Yes
28 Apr 2022
9 Mar 2022
22 Mar 2022
9 Mar 2022
21 Mar 2022
9 Mar 2022
Amount
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 lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge All kinds of soil (HSR No. 4.12.1)
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in – charge Nominal concrete 1 :2:4 or leaner mix (i/c equivalent design mix) (HSR No. 5.23.2)
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge In cement mortar (HSR No. 5.7.4)
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 No. 6.1.6)
Brick Masonry Work in Cement Mortar 1 :3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications MORT&H clause 1300 Cement Mortar1 :4 (1 cement :4 sand) (HSR No. 15.6.3)
12 mm cement plaster of mix 1 :4 (1 cement: 4 coarse sand) (HSR No. 11.8.1)
Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1 :3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete 1:1½ :3 (1 Cement: 1½ coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR No. 6.39.1)
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)
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 i/d (HSR No. 20.62.11)
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 level1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) (HSR No 6.1.2)
Digging pits and fixing distance marks or boundary stones (HSR No. 18.62)
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 rendering with cement Plaster 10mm (1 :5), form work, dressing and preparation of sub grade as per directions of Engineer-in-charge In bed/Slope 75mm thickness (HSR No. 14.10.1.1+14.10.1.2)
Credit of Tiles
The Narnaul Mohalla Rao Ka Coop L&C Society Ltd., Narnaul
THE SUNRISE COOP. MULTI PURPOSE SOCIETY LTD.
The Baba Sita Nath Co-Op Society
The Deves Co-op L and C Society
THE BASTI RAM CO OPRETIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED
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