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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance 42 SHRI RAM COLONY HOSHANGABAD ROAD BHOPAL M P 462026 | BHOPAL | BHOPAL | MADHYA PRADESH | 462026 | +7.00% | ₹1.5 Cr | L1 | Admitted-Finance |
Tender Value
₹1.4 Cr
EMD Value
₹68,586
Closing Date
15 May 2026, 5:30 pmClosed
Rajneesh Devesh
GWALIOR MUNICIPAL CORPORATION
Detailed Survey Designs Drawings and Construction of Rain Water Harvesting System at different Location within the Limits of Gwalior Municipal Corporation including Maintenance of system for a period of three (03) years so as to ensure efficient func
2026_UAD_496182_2
MPGMC/98/26X3/3/RWH/25-26
Open Tender
Miscellaneous Works
1461 days
Rain water Harvesting-PIU
Please refer Tender documents.
2 documents required · 2 mandatory
₹12,500
₹68,586
20 May 2026
7 May 2026
18 May 2026
8 May 2026
15 May 2026
9 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth Work
Surface Dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m
For Settling Chamber Length:2.8m, Width:2.4m Depth.
For Recharging Pit Length:2.2m, Width:2.2m Depth
Total Surface Dressing | 1,156 | sqm | 10.03 | ₹11,594.68 | BI01010001010000000000000515BI0100001113 |
| 2 | Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. All kinds of soil
For Settling Chamber Length:2.8m, Width:2.4m Depth/Height:0.2 m. | 1,538 | cu.mt. | 151 | ₹2,32,238 | BI01010001010000000000000515BI0100001113 |
| 3 | Transportation By Mechanical means including loading, unloading and stacking where ever necessary
1.1Excavated Earth (1km or Part thereof) '@60% of Excavated Quantity
Cement Concrete
Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level.
Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate)
For Settling Chamber Length:2.8m, Width:2.4m Depth/Height:0.2 m.
For Recharging Pit Length:6m, Width:0.5m Depth/Height:0.2 m.
Total PCC | 922.8 | cu.mt. | 92.87 | ₹85,700.44 | BI01010001010000000000000515BI0100001113 |
| 4 | Cement Concrete
Providing and laying in position Cement Concrete of specific grade, excluding the cost of shuttering & centering. All works up to plinth level.
Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate)
For Settling Chamber Length:2.8m, Width:2.4m Depth/Height:0.2 m.
For Recharging Pit Length:6m, Width:0.5m Depth/Height:0.2 m.
Total PCC | 194.4 | cu.mt. | 4,219 | ₹8,20,173.6 | BI01010001010000000000000515BI0100001113 |
| 5 | Reinforced Cement Concrete
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor two level excluding the cost of centering, shuttering and reinforcement with Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate
Roof slab for settling chamberLength:2.2m, Width:1.8m Depth/Height:0.15 m.
Roof Slab Recharging Pit Length:1.9m, Width:1.9m Depth/Height:0.15 m.
Total RCC | 113.55 | cu.mt. | 5,932 | ₹6,73,578.6 | BI01010001010000000000000515BI0100001113 |
| 6 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding up-to floor level including cost of binding wire, wastage and over laps up-to 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. Thermo-Mechanically Treated bars. (Fe 500 D or more) In Slab Assuming steel @ 80 kg per cubin meter
Total Reinforcements in RCC | 9,084 | kg | 58 | ₹5,26,872 | BI01010001010000000000000515BI0100001113 |
| 7 | Brick Work
Brick work with well burnt open bhatta bricks crushing strength not less than 25kg/cm² and water absoption not more than 20% in foundation and plinth In cm 1:6.
For Settling Chamber Length:6.4m, Width:0.2m Depth/Height:1.5 m.
For Baffle wall Length:1.4m, Width:0.1m Depth/Height:0.9 m.
For Recharging Pit Length:6m, Width:0.2m Depth/Height:2.9 m.
Total full Brickwork under Plinth | 552.6 | cu.mt. | 3,868 | ₹21,37,456.8 | BI01010001010000000000000515BI0100001113 |
| 8 | Steel work
Providing & fixing of precast reinforced cement concrete manhole cover and frame including cost of transporting at site and all material etc. complete 600 x 450 mm medium duty (Manhole Cover ) | 200 | No | 1,791 | ₹3,58,200 | BI01010001010000000000000515BI0100001113 |
| 9 | Finishing
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge.
Inside Plaster for settling chamber Total Length:6.40m Height:1.50m
Roof plaster
Length 1.8, Width 1.4m
Total plaster | 1,464 | sq.mt. | 224 | ₹3,27,936 | BI01010001010000000000000515BI0100001113 |
| 10 | Formwork
Suspended floors, roofs, landings, balconies and access platform.
Below Roof Slab for settling chamber
Length 1.8m, Width 1.4m
shuttering for roof side
Length: 8m, Height:0.15m
Below Roof Slab for Recharging pit
Length:1.50m, Width 1.5m
shuttering for roof side
Length: 6m, Height:0.15mTotal Formwork in Roof Slab | 687 | sq.mt. | 305 | ₹2,09,535 | BI01010001010000000000000515BI0100001113 |
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