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| # | Company | Status |
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| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹99.2 L
Closing Date
1 Nov 2021, 4:00 pmClosed
Executive Engineer S and D Division Ist
Suliman Complex Dalgate Srinagar
Improvements by way of Laying of Sewer line from Shiraz Chowk to Pumping Station Khanyar and adjoining areas
2021_HAUDD_143366_1
e-NIT No. 18 of 2021-22
Open Tender
Civil Works
Item Rate
90 days
Khanyar
AS per NIT
3 documents required · 3 mandatory
₹1,500
Yes
Executive Engineer S and D Division Ist
Exempted
3 Nov 2021
11 Oct 2021
3 Nov 2021
11 Oct 2021
1 Nov 2021
11 Oct 2021
Amount
Earthwork in excavation by mechancial means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 meters (All kinds of soil).
Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed (All kinds of soil).
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m.
Dismantling manually/mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-In-Charge (Bituminous Road).
Demolishing cement concrete manually by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-In-Charge (1: 3: 6) or reicher mix.
Demolishing RCC work manually by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-In-Charge.
Close Timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered) Depth exceeding 1.5m but not exceeding 3m.
Supply & laying of stone soling in horizontal on level.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, All work up to plinth level.
1:4:8 (1 cement : 4 coarse sand : 8 graded stone agg. 40mm nominal size) (crushed)
1:2:4 (1 cement : 2 Coarse sand : 4 graded stone agg. 20mm nominal size) (crushed)
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: 3 graded stone agg. 20mm nominal size).
Providing & Laying to level & slope, with proper grade pipes of Class NP3/NP4 of following internal dia & grouting the pipe joints with cement slurry 1: 2 mix (1 cement: 2 fine sand) and also sealing the pipe joints with fixing of Rubber Gaskets incl. Cost of cement, sand, Rubber gaskets and RCC pipes incl. Testing of joints & all carriages of pipes upto site of work (Complete job).
700mm dia (NP4)
600mm dia (NP4)
400mm dia (NP3)
200mm dia (NP3)
Reinforcement for RCC work incl. Straightening cutting, bending, placing in position and binding all complete (Thermo Mechanically Treated Bars).
Centering and shuttering incl. Strutting, propping etc and removal of form work for:-
Foundation, footings, basis of columns etc, mass concrete.
Suspended floors, roofs, landings, balconies and access platform.
Walls (any thickness) incl. Attached pilasters buttresses, plinth and string courses.
Edges of slab and breaks in floors in walls (above 20Cm wide).
Restoration / realigning of G.I. / C.I / D.I Pipe Connections including providing of all accessories required at site including dewatering, cutting, fitting, fixing, with all carriages (Complete Job).
15/20mm dia
25mm dia
50mm dia
75mm dia
350mm dia
Providing & laying House connections with the following PVC accessories of ISI make (Prince-B Type) incl. all carriages (Complete Job).
PVC Pipe 100mm dia
PVC Door Bend 100mm dia
PVC Plain bend of 100mm dia
PVC Pipe 150mm dia
PVC Plain Collar 150mm dia
Providing, Laying and Spreading of granular Sub Base in trenches in uniform layers including dressing, watering, ramming etc and carriage by tippers to site of work with all leads and lifts (Complete Job).
Providing & Fixing of Polycrate Manholes covers & frame including all safe carriages upto site of work (Complete Job).
Providing, fixing, installation and testing of sluice valve of 700mm dia of (Kirloskar) ISI Specifications with nuts, bolts, rubber insersion, packings inlcuding fixing of tie rods, handle and supply / fitting of MNS Pipe 8mm thick including jointings with flanges as per ISI Codes including providing of handles as per site requirement and applying of priming coat of red oxide on interior and exterior surfaces. The thickness and length of flanges as per site requirements with nuts, bolts and packing of standard quality so as to make it leakproof and the tail pieces embedded in cement concrete with anchorage bars. The job shall include construction of sluice chamber with RCC walls and be of required size with MS top cover 12mm thick plate over ISMC 150×75mm channels embedded in cement concrete walls and removal of ring bund, excavation, dewatering and desilting with all carriages at site (Complete Job).
Carriage of Materials by Mechanical Transport from Source to site of work: -
Stone soling from Athwajan Avg. 12kms
Stone Agg. 40mm and above from Athwajan Avg. 12kms.
Stone Agg. Below 40mm from Athwajan Avg. 12kms.
Sand from Ganderbal Avg. 18kms
Cement & Steel from Divisional Store Avg. 6kms
M/S DAR and SONS
M/S MOHAMMAD SHAFI KHAN
FAROOQ AHMAD DAR
Mohammad Amin Bachoo
M/S Din Constructions
JAVED AHMAD ZARGAR
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