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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹11.3 L (9.83%)Admitted-Finance | ₹1.3 Cr+₹11.3 L (9.83%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹11.9 L (10.4%)Admitted-Finance RAILWAY COLONY NOWGAM SRINAGAR JAMMU AND KASHMIR 190015 | BUDGAM | JAMMU AND KASHMIR | 190015 | ₹1.3 Cr+₹11.9 L (10.4%) | L3 | Admitted-Finance |
| 4 | L4₹1.4 Cr+₹22.3 L (19.4%)Admitted-Finance | ₹1.4 Cr+₹22.3 L (19.4%) | L4 | Admitted-Finance |
| 5 | L5₹1.5 Cr+₹38.7 L (33.6%)Admitted-Finance | ₹1.5 Cr+₹38.7 L (33.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M.N.Enterprises L4 | MEHRAJUDIN BHAT L1 | Ms Ghulam Nabi Magray L2 | Ahmed Constructions and Infra Private Limited L3 | M/S HAJI MOHAMMAD AFZAL KUCHAY AND SONS L5 | NAZIR AHMAD HAKAK L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as
per direction of Engineer-in-charge: 1. Water bound macadam road. | 2,265.6 | Sqm. | 40 ₹90,624 | 10 ₹22,656 Lowest | 100 ₹2,26,560 | 50 ₹1,13,280 | 75 ₹1,69,920 | 50 ₹1,13,280 |
| 2.00 | Earth work in excavation by Manual means in foundation trenches, drains, pipes and cables (not exceeding 1.5m.in width or 10sqm. on plan) including dressing of sides and ramming of bottoms lift upto 1.5m. including getting out the excavated soil and disposal of surplus soil as directed within a lead of 50 meters. All kinds of soil. | 1,370.31 | Cum. | 180 ₹2,46,655.8 | 145 ₹1,98,694.95 | 150 ₹2,05,546.5 | 100 ₹1,37,031 Lowest | 325 ₹4,45,350.75 | 300 ₹4,11,093 |
| 3.00 | Earth work in excavation by Mechanical means in foundation trenches, drains, pipes and cables (not exceeding 1.5m.in width or 10sqm. on plan) including dressing of sides and ramming of bottoms lift upto 1.5m. including getting out the excavated soil and disposal of surplus soil as directed within a lead of 50 meters. All kinds of soil. | 2,763.83 | Cum. | 150 ₹4,14,574.5 | 145 ₹4,00,755.35 | 150 ₹4,14,574.5 | 100 ₹2,76,383 Lowest | 225 ₹6,21,861.75 | 150 ₹4,14,574.5 |
| 4.00 | Extra for every additional lift beyond 1.5 m or part thereof in excavation/banking excavated or stacked material all kinds of soil : | 1,110.4 | Cum. | 80 ₹88,832 | 1 ₹1,110.4 Lowest | 1 ₹1,110.4 Lowest | 10 ₹11,104 | 50 ₹55,520 | 200 ₹2,22,080 |
| 5.00 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). 1 . Depth 0 to 1.5 M | 2,993.22 | Sqm | 70 ₹2,09,525.4 | 30 ₹89,796.6 | 50 ₹1,49,661 | 10 ₹29,932.2 | 75 ₹2,24,491.5 | 1 ₹2,993.22 Lowest |
| 5.10 | 2. Depth 1.5 m to 3.00 m | 5,260.38 | Sqm | 150 ₹7,89,057 | 20 ₹1,05,207.6 | 100 ₹5,26,038 | 30 ₹1,57,811.4 | 80 ₹4,20,830.4 | 1 ₹5,260.38 Lowest |
| 6.00 | Providing and laying dry stone soling. | 453.03 | Cum. | 500 ₹2,26,515 | 890 ₹4,03,196.7 | 200 ₹90,606 Lowest | 400 ₹1,81,212 | 225 ₹1,01,931.75 | 800 ₹3,62,424 |
| 7.00 | Providing & laying in position Cement concrete of specified grade excluding the cost of centering & shuttering All work upto Plinth level in:- 1:4:8 (1cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) Crushed | 226.45 | Cum. | 2,000 ₹4,52,900 | 1,600 ₹3,62,320 | 1,500 ₹3,39,675 | 3,350 ₹7,58,607.5 | 1,400 ₹3,17,030 Lowest | 2,500 ₹5,66,125 |
| 8.00 | Providing & laying in position cement concrete excluding the cost of centring & shuttering (All work upto plinth level)All work upto Plinth level in cement concrete 1: 1:5: 3 (1Cement: 1:5 coarse sand: 3 graded stone aggregate 20mm nominal size) | 278.54 | Cum. | 8,000 ₹22,28,320 | 8,090 ₹22,53,388.6 | 12,000 ₹33,42,480 | 7,400 ₹20,61,196 Lowest | 8,300 ₹23,11,882 | 10,300 ₹28,68,962 |
| 9.00 | Reinforcement for R.C.C. work including straightening cutting bending ,placing in position and binding all complete -Thermo mechanically treated Bars. | 17,567.16 | Kg. | 90 ₹15,81,044.4 | 90 ₹15,81,044.4 | 88 ₹15,45,910.08 | 89 ₹15,63,477.24 | 95 ₹16,68,880.2 | 78 ₹13,70,238.48 Lowest |
Tender Value
₹2.1 Cr
Closing Date
11 Mar 2022, 4:00 pmClosed
O/O Ex. Eng. SNDII,SMC Srinagar
Kak Sarai Srinagar
Construction of RCC Sub-main and lateral Pipe drain including Manholes for Drainage Scheme Momin-Abad Tengpora, Batmaloo, Srimagar (Part C).
2022_HAUDD_161320_2
16/SNDII of 2021-22
Open Tender
Civil Works
Item Rate
240 days
Momin-Abad Batmaloo
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,500
Ex. Engineer SND II, SMC Sgr.
Exempted
O/O SE,SMC Drainage Circle Kak Saria Srinagar
16 Mar 2022
19 Feb 2022
14 Mar 2022
21 Feb 2022
11 Mar 2022
21 Feb 2022
3 Mar 2022
Amount
Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: 1. Water bound macadam road.
Earth work in excavation by Manual means in foundation trenches, drains, pipes and cables (not exceeding 1.5m.in width or 10sqm. on plan) including dressing of sides and ramming of bottoms lift upto 1.5m. including getting out the excavated soil and disposal of surplus soil as directed within a lead of 50 meters. All kinds of soil.
Earth work in excavation by Mechanical means in foundation trenches, drains, pipes and cables (not exceeding 1.5m.in width or 10sqm. on plan) including dressing of sides and ramming of bottoms lift upto 1.5m. including getting out the excavated soil and disposal of surplus soil as directed within a lead of 50 meters. All kinds of soil.
Extra for every additional lift beyond 1.5 m or part thereof in excavation/banking excavated or stacked material all kinds of soil :
Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). 1 . Depth 0 to 1.5 M
2. Depth 1.5 m to 3.00 m
Providing and laying dry stone soling.
Providing & laying in position Cement concrete of specified grade excluding the cost of centering & shuttering All work upto Plinth level in:- 1:4:8 (1cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) Crushed
Providing & laying in position cement concrete excluding the cost of centring & shuttering (All work upto plinth level)All work upto Plinth level in cement concrete 1: 1:5: 3 (1Cement: 1:5 coarse sand: 3 graded stone aggregate 20mm nominal size)
Reinforcement for R.C.C. work including straightening cutting bending ,placing in position and binding all complete -Thermo mechanically treated Bars.
Centring& shuttering including strutting propping etc. & removal of form work for :-Walls (any thickness) incld. Attached pilasters buttresses plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access plat form.
Edges of slabs above 20 cm wide.
Providing, laying and fitting Non Pressure NP3 Class (Light Duty) RCC pipes of 600mm dia with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement 2 fine sand) including fixing of rubber gaskets, testing of joints and all carriages upto the site of work (Complete Job)
Providing, laying and fitting Non Pressure NP3 Class (Light Duty) RCC pipes of 600mm dia with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement 2 fine sand) including fixing of rubber gaskets, testing of joints and all carriages from Divisional Store upto the site of work (Complete Job) (Pipes shall be supplied Departmentally).
Providing, laying and fitting Non Pressure NP3 Class (Light Duty) RCC pipes of 300mm dia with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement 2 fine sand) including fixing of rubber gaskets, testing of joints and all carriages upto the site of work (Complete Job)
Providing, laying and fitting of polycrete manhole covers including all safe carriages from Divisional Store upto site of work (Complete Job) (Manhole covers shall be supplied Departmentally).
Providing and fixing of C.I steps including all carriages from Divisional Store upto site of work (Complete Job). (C. I. Steps shall be supplied Departmentally).
Filling available excavated earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.
Supply, Laying, spreading and compacting of Over guage metal including spreading to template and consolidation with light power road roller etc. complete Job
Supply, Laying, spreading and compacting of Graded crushed stone aggregate of size 40 mm including spreading to template and consolidation with light power road roller etc. complete Job
Supply, Laying, spreading and compacting of crusher stone dust (Binding Material) including consolidation with light power road roller and carriage from source upto site of work complete Job
Carriage of materials by mechanical transport including loading, unloading & stacking from approved source to site of work :-Stone soling for 15 Kms.
40mm N.S. stone agg. For 15 Kms
20mm N.S. stone agg. –do-
Sand for 25 Kms.
Cement/ Steel for 03 Kms
Disposal of surplus earth for 05 Kms.
High-definition geo-tagged Photographs of work to be taken before, during and after execution of work.
Ms Ghulam Nabi Magray
Ahmed Constructions and Infra Private Limited
M.N.Enterprises
M/S HAJI MOHAMMAD AFZAL KUCHAY AND SONS
NAZIR AHMAD HAKAK
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