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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.8 LAdmitted-Finance | ₹84.8 L | L1 | Admitted-Finance |
| 2 | L2₹85.3 LAdmitted-Finance | ₹85.3 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S.SALEEM.ENTERPRISES L2 | Mohd Arif Khan L1 |
|---|---|---|---|---|---|
| 1.00 | Excavating, supplying and filling of local earth (including royalty) mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20cm in trenching, plinth, sides of foundation etc. complete. | 165 | Cum | 150 ₹24,750 | 300 ₹49,500 |
| 2.00 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | 165 | Cum | 300 ₹49,500 | 200 ₹33,000 |
| 3.00 | Boring with hydraulic piling rigs with power units, providing and installing cast-in-situ single under reamed pile of specified grade concrete mix diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc all complete (Length of pile for payment shall be measured upto bottom of pile cap) 400 mm dia piles (M25 concrete mix): | 150 | Rm | 3,000 ₹4.5 L | 3,500 ₹5.3 L |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, girders, bressumers and cantilevers. | 118.14 | Sqm | 600 ₹70,884 | 650 ₹76,791 |
| 5.00 | Columns, piers, abutments, pillars, posts and struts | 50.4 | Sqm | 500 ₹25,200 | 840 ₹42,336 |
| 6.00 | Suspended floor , roofs, landings, balconies and access platform. | 25.35 | Sqm | 500 ₹12,675 | 800 ₹20,280 |
| 7.00 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 39.06 | Cum | 9,000 ₹3.5 L | 8,000 ₹3.1 L |
| 8.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | 6,345 | Kgs | 95 ₹6.0 L | 100 ₹6.3 L |
| 9.00Carriage of materials by mechanical transportation. | |||||
| 10.00 | Cement & Steel from divisional store avg. lead 12kms | 29.5 | MT | 10 ₹295 | 300 ₹8,850 |
Updated dates
Tender Value
₹89 L
EMD Value
₹1.8 L
Closing Date
15 Dec 2025, 2:00 pmClosed
Executive Engineer MID Sgr
Zaldagar, Sgr
e-NIT 30
2025_IFC_297209_1
e-NIT 30
Open Tender
Civil Works - Lift Irrigation Schemes
180 days
Lethpora
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Executive Engineer MID Sgr
₹1.8 L
27 Dec 2025
3 Dec 2025
16 Dec 2025
3 Dec 2025
15 Dec 2025
3 Dec 2025
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
Boring with hydraulic piling rigs with power units, providing and installing cast-in-situ single under reamed pile of specified grade concrete mix diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc all complete (Length of pile for payment shall be measured upto bottom of pile cap) 400 mm dia piles (M25 concrete mix):
Centering and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, girders, bressumers and cantilevers.
Columns, piers, abutments, pillars, posts and struts
Suspended floor , roofs, landings, balconies and access platform.
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Carriage of materials by mechanical transportation.
Cement & Steel from divisional store avg. lead 12kms
Sand from Galander avg. lead of 8kms
vision for providing, driving of Kikar piles of average dia 6” (average girth 1’6” ) including making of pile points. The job shall include all sorts of carriage upto site of work, i.e. manual as well as mechanical etc. complete job.
Filling empty cement bags with sand/earth; including cost of sewing and strings; excluding cost of bags and earth/sand; including Loading unloading sand/earth filled bags in lorries; lead upto 50m.
Supply and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment)
Unloading sand/earth filled bags from boats
Placing in dry
Providing and erection of supports for delivery pipe at various spots fabricated out of ISMB-200 and ISLC-75 with base plates 300x300x08mm thick complete with a coat of steel primer. The job also includes P/F of MS strip clamps and Nuts/Bolts for holding the MS pipe to the support.
Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. The steel is used for the construction of MS canopy for two no. horizontal type pumping units excluding CGI sheets. The job includes loading, unloading ,carriage etc
Fabrication, providing and fitting of working platform out of ISMB 250 to be embedded in the foundation block forming a rigid frame structure 5m x 1.25 m. ISMB 250: - (3x4 m) ISMC 150: - (2x5 m) The ISMC-150 shall be welded together through the bracings/stiffeners of ISLC 75x40mm at specific spots The job includes Providing and fitting of M.S. chequered plate 6mm thick to the rectangular ISMB frame of size 5mx1.25m with necessary bracings out of ISA 50x50x6. The job also includes the formation of suitable opening at the requisite spots for installation of suction pipes. The job is to carried out as per the instructions of engineer in-charge. The steel work shall be applied with a coat of approved steel primer. The job includes loading/unloading, carriage etc
Providing, fitting and testing of 3 Ton electric winch machine for extracting/dragging the motors from the foundation blocks to the CGI shed located above Highest flood level. The Winch machine is to be fitted in the already available CGI shed. Specification of the Winch Machine shall be as under: No. of phases : 3 phase Capacity : 3 ton Voltage : 440 V Motor Power : Not less than 5 Hp Rope Length : Not less than 55 Mtrs. Wire Thickness : Not less than 10mm Motor Winding : Copper. the job also inlcudes Providing and fitting of Copper electrical cables, control switches suitable for operation of the winch machine. The winch machine shall also be enabled with a suitable braking mechanism.
fabrication, providing and fitting of 4 No. trash guards fabricated out of ISA50X6 and 10mm square bars which shall be fitted at two intake channels of sump. The job also includes applying a priming coat of approved steel primer all complete. The job includes carriage, loading/unloading etc
PProviding and fixing of coloured CGI sheets to the roofing of pumps including J/L hooks, bolts, nuts, GI limpet washers. The CGI sheets shall be of 0.50mm thick. The job includes loading, unloading, carriage etc
Painting: Painting with synthetic enamel paint of approved brand, shade and manufacture to give an even shade in two coats on new work 1. Working platform 2. Gantry The complete overhead travelling crane comprising of bridge girder, runway girder, end carriages,vertical upports and other fixtures are painted with two coats of super enamel paint of yellow shade/or as specified by the engineer in charge of reputed make. 3. Vertical suppots of suction delivery. 4. canopy and CGI shed 5.vertical supports and track for carriage of motors
Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. The steel is used for the construction of shed for accommodating electrical gadgets and repairs to the existing shed operators cabin by using welding. The job includes loading, unloading ,carriage etc
Painting of wood work with deluxe multi surface paint of required shade two or more coats applied @1.25l/10sqm over and including one coat of special primer applied @0.75l/10sqm of approved brand and manufacture.
Providing and fitting of 0.45mm or greater thickness rib profiled coloured sheets for electrical gadgets/staff having 1000 to 1020mm cover width, 25-35mm high crests at 200-250mm with polymer coated threaded bolts of suitable dia. excluding the cost of purlin and rafters. The job includes loading, unloading ,carriage etc
Providing 1.5sq mm PVC copper wire of standard make for fitting the above-mentioned flood lights
Providing and laying of floor matting of superior quality.
Plate earthing of electrical equipment at site as per IS 3043. The equipment which shall be earthed at site are given as under: - 400 Amp. LT panel = 1 no. 75 HP capacity starters = 3 Nos. 45 kw sq. cage Induction motors = 2Nos. C.G.I shed= 02 No. The earthing of the above equipment involves following processes: - Earthing pit (01 no.) The pit size shall be 2’.0 x 2’.0 and 8’.0 deep. The pit shall be along on back sides of the pump house at suitable distance away from the pump wall. A GI plate of size of 600x600x6mm shall be placed in the excavated pit. The plate shall be embedded in charcoal and common salt laid in layers. The plate shall be properly bolted to GI strip of sufficient length for connecting the plate to the main strip through a GI pipe 32mm NB medium class with funnel at the top. The pit shall be refilled back with excavated earth and its ramming.
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