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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAdmitted-Finance N A | FARIDABAD | HARYANA | 121004 | L1 | Admitted-Finance | |
| 2 | L2₹14.8 L+₹14,633.06 (1.00%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MJR GROUP L2 | MAHAKAL INFRASTRUCTURE AND DEVELOPER L1 |
|---|---|---|---|---|---|
| 1.00Supply and Installation of Precast Boundary Wall at Manughat Site | |||||
| 1.01 | 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. | 10.4 | Cu.m. | 3,000 ₹31,200 Lowest | 3,227 ₹33,560.8 |
| 1.02 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 1.08 | Cu.m. | 6,000 ₹6,480 | 5,563 ₹6,008.04 Lowest |
| 1.03 | Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto 1.5 m. All kinds of soil | 112.99 | Sq.m. | 500 ₹56,495 | 53 ₹5,988.47 Lowest |
| 1.04 | 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 directed by Engineer-in-charge.All kinds of soil. | 42.57 | Cu.m. | 1,200 ₹51,084 | 407 ₹17,325.99 Lowest |
| 1.05 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 5.23 | Cu.m. | 15,000 ₹78,450 | 10,671 ₹55,809.33 Lowest |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form work for: 4.3.1 Foundations, footings, bases for columns | 29.03 | Sq.m. | 800 ₹23,224 | 614 ₹17,824.42 Lowest |
| 1.07 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level; 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). | 3.94 | Cu.m. | 20,000 ₹78,800 | 12,188 ₹48,020.72 Lowest |
| 1.08 | Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS : 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineerin-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately)., Concrete grade M-35 (Cement content 370 kgs) | 20.44 | Cu.m. | 27,500 ₹5,62,100 Lowest | 30,000 ₹6,13,200 |
| 1.09 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level; Mild steel and Medium Tensile steel bars. | 2,005.68 | Kg. | 150 ₹3,00,852 Lowest | 167 ₹3,34,948.56 |
Tender Value
Refer Docs
EMD Value
₹31,764
Closing Date
21 Oct 2025, 12:42 pmClosed
Executive Engineer
O/o the Executive Engineer, Mengha Division, CWC, Silchar
e-Tender for Supply and Installation of Precast Boundary Wall at Manughat site under Meghna Sub-division-II, CWC, Dharmanagar, Tripura.
2025_CWC_881209_1
MD/SIL/JE/HQ/08/2025/724-30
Open Tender
Civil Works - Others
Item Rate
45 days
Manughat
As per the NIT documents
3 documents required · 3 mandatory
₹0
₹31,764
19 Nov 2025
13 Oct 2025
22 Oct 2025
13 Oct 2025
21 Oct 2025
13 Oct 2025
Amount
Supply and Installation of Precast Boundary Wall at Manughat Site
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.
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto 1.5 m. All kinds of soil
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 directed by Engineer-in-charge.All kinds of soil.
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for: 4.3.1 Foundations, footings, bases for columns
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level; 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).
Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS : 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineerin-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately)., Concrete grade M-35 (Cement content 370 kgs)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level; Mild steel and Medium Tensile steel bars.
Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading , unloading & stacking at site with the help of required capacity cranes. (Lead within 15 km)
Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS : 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor (Solid concrete wall elements).
Providing & Grouting of dowel tubes / Shear keys / Joints of precast members with M-60 grade cementitious grout (Non Shrink) of approved make by suitable means (Free flowing /pump),curing etc. Complete as per directions of Engineer-in-charge. Stirrer mixed cementitious grout (non shrink) of approved make in dowel tubes / Shear keys / Joints of precast members.(The payment shall be made on the basis of actual weight of approved grout injected.)
Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives. 13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
Supply and Installation of Entrance Gate at Manughat Site
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. All kinds of soil.
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for; Columns, Pillars, Piers, Abutments, Posts and Struts.
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; 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level; Mild steel and Medium Tensile steel bars.
Structural steel work riveted, bolted or welded 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.
Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives. 13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
MJR GROUP (BID ID -3301498)
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