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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance HOUSE NO 31 BYLANE NO 09 ZOO ROAD TINIALI RGB ROAD GUWAHATI 24 ASSAM | KAMRUP METRO | ASSAM | 781001 | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹2.1 L (1.52%)Admitted-Finance | ₹1.4 Cr+₹2.1 L (1.52%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | S & B ENTERPRISE L2 | THE MM ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.00Civil Work | |||||
| 2.00 | 2.8: Earth work in excavation by mechanical means (Hydraule excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width of 10 sqm on pian), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m2.8.1: All kinds of soil.. | 156.26 | cum | 331 ₹51,722.06 | 328 ₹51,253.28 Lowest |
| 3.00 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations ete. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m | 244.94 | cum | 293 ₹71,767.42 | 290 ₹71,032.6 Lowest |
| 4.00 | 11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | 417.76 | sqm | 847 ₹3,53,842.72 | 835 ₹3,48,829.6 Lowest |
| 5.00 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.8 1:4:8 (1 Cement: 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm
nominal size derived from natural sources) | 18.28 | cum | 7,307 ₹1,33,571.96 | 7,201 ₹1,31,634.28 Lowest |
| 6.00 | 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade Fe 500D or more. | 7,185.11 | kg | 104 ₹7,47,251.44 | 102 ₹7,32,881.22 Lowest |
| 7.00 | 4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 82.39 | sqm | 428 ₹35,262.92 | 422 ₹34,768.58 Lowest |
| 8.00 | 5.1 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 :
5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 45.39 | cum | 9,661 ₹4,38,512.79 | 9,521 ₹4,32,158.19 Lowest |
| 9.00 | 5.five level, excluding cost of centering, shuttering, finishing and reinforcement :
n en odes, it content in a try ticket, ot an art e. one pi
5.2.2 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natu ral sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 21.31 | cum | 11,764 ₹2,50,690.84 | 11,594 ₹2,47,068.14 Lowest |
| 10.00 | centering and shuttering including strutting propping cir alumns, Pillars, Piers. Abutments, Posts and Struts | 324.9 | sqm | 356 ₹1,15,664.4 | 351 ₹1,14,039.9 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹2.7 L
Closing Date
10 Mar 2026, 2:00 pmClosed
Managing Director
Office of Managing Director, APTDC Ltd, Ganeshguri, Ghy - 5
Construction work of Children Home for Boys under Mission Vatsalya at Charaideo district.
2026_WPTBC_51499_1
PTDC/Engg/2026-27/488
Open Tender
Civil Works
Item Rate
365 days
Charaideo
Please refer tender document.
3 documents required · 3 mandatory
₹2,700
₹2.7 L
Yes
Office of Managing Director, APTDC Ltd, Ganeshguri
13 Mar 2026
27 Feb 2026
10 Mar 2026
27 Feb 2026
10 Mar 2026
27 Feb 2026
27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil Work | - | - | - | - |
| 2 | 2.8: Earth work in excavation by mechanical means (Hydraule excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width of 10 sqm on pian), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m2.8.1: All kinds of soil.. | 156.26 | cum | 286.85 | ₹44,823.18 |
| 3 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations ete. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m | 244.94 | cum | 253.95 | ₹62,202.51 |
| 4 | 11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | 417.76 | sqm | 733.3 | ₹3,06,343.41 |
| 5 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.8 1:4:8 (1 Cement: 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm
nominal size derived from natural sources) | 18.28 | cum | 6,326.05 | ₹1,15,640.19 |
| 6 | 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.6 Thermo-Mechanically Treated bars of grade Fe 500D or more. | 7,185.11 | kg | 89.65 | ₹6,44,145.11 |
| 7 | 4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 82.39 | sqm | 370.85 | ₹30,554.33 |
| 8 | 5.1 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 :
5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 45.39 | cum | 8,364.2 | ₹3,79,651.04 |
| 9 | 5.five level, excluding cost of centering, shuttering, finishing and reinforcement :
n en odes, it content in a try ticket, ot an art e. one pi
5.2.2 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natu ral sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 21.31 | cum | 10,185.05 | ₹2,17,043.42 |
| 10 | centering and shuttering including strutting propping cir alumns, Pillars, Piers. Abutments, Posts and Struts | 324.9 | sqm | 307.95 | ₹1,00,052.95 |
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