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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC GUWAHATI ASSAM | GUWAHATI | ASSAM | ₹2.3 Cr | L1 | Accepted-AOC Awarded |
| 2 | L1₹2.3 CrRejected-AOC CHANDAN NAGAR H NO 30 TRIBENI PATH SIX MILE NEAR SHIV MANDIR GHY 781022 DIST KAMRUP M ASSAM | KAMRUP METRO | ASSAM | 781022 | ₹2.3 Cr | L1 | Rejected-AOC Not Awarded |
| 3 | L1₹2.3 CrRejected-AOC 122 SAMHARIYA ASOPUR TANDA AMBEDKAR NAGAR UTTAR PRADESH 224190 | AMBEDKAR NAGAR | UTTAR PRADESH | 224190 | ₹2.3 Cr | L1 | Rejected-AOC Not Awarded |
| 4 | L1₹2.5 CrRejected-AOC | ₹2.5 Cr | L1 | Rejected-AOC Not Awarded |
| 5 | L2₹2.5 CrRejected-AOC NAGAON ASSAM | ₹2.5 Cr | L2 | Rejected-AOC Not Awarded |
| Sl No | Description | Qty | Unit | Dilip Kumar Bora L2 | M/S MIRUSI ENTERPRISE L1 | SHIV CONSTRUCTION CO L1 | M/S HJ ASSOCIATES L2 | MS EUREKA TRADE L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Hostel | ||||||||
| 2.00 | 1/2.8: 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1: All kinds of soil. | 138.35 | cum | 311 ₹43,026.85 | 280 ₹38,738 Lowest | 280 ₹38,738 Lowest | 280 ₹38,738 Lowest | 720.3 ₹99,653.51 |
| 3.00 | 2/11.2 : 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. | 348.85 | Sqm | 796 ₹2,77,684.6 | 700 ₹2,44,195 | 716 ₹2,49,776.6 | 800 ₹2,79,080 | 605 ₹2,11,054.25 Lowest |
| 4.00 | 3/2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 166.05 | cum | 2,345 ₹3,89,387.25 | 2,000 ₹3,32,100 Lowest | 2,111 ₹3,50,531.55 | 2,300 ₹3,81,915 | 2,035 ₹3,37,911.75 |
| 5.00 | 4/4.1 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 12.74 | cum | 6,864 ₹87,481.68 | 6,300 ₹80,293.5 | 6,178 ₹78,738.61 Lowest | 6,300 ₹80,293.5 | 6,310.11 ₹80,422.35 |
| 6.00 | 5/4.10 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) | 35.19 | sqm | 402 ₹14,146.38 | 370 ₹13,020.3 | 362 ₹12,738.78 Lowest | 370 ₹13,020.3 | 370.85 ₹13,050.21 |
| 7.00 | 6/5.1 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) | 42.28 | cum | 9,075 ₹3,83,718.23 | 8,000 ₹3,38,264 Lowest | 8,168 ₹3,45,367.54 | 8,900 ₹3,76,318.7 | 8,111.45 ₹3,42,976.44 |
| 8.00 | 7/5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
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) | 189.1 | cum | 11,051 ₹20,89,788.3 | 9,200 ₹17,39,756.8 Lowest | 9,946 ₹18,80,828.38 | 12,000 ₹22,69,248 | 10,164.22 ₹19,22,094.66 |
| 9.00 | 8/5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 208.5 | sqm | 334 ₹69,639 | 280 ₹58,380 Lowest | 301 ₹62,758.5 | 307 ₹64,009.5 | 307.95 ₹64,207.58 |
| 10.00 | 9/5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 636.47 | sqm | 660 ₹4,20,068.88 | 600 ₹3,81,880.8 | 595 ₹3,78,698.46 | 650 ₹4,13,704.2 | 588 ₹3,74,243.18 Lowest |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
10 Mar 2026, 2:00 pmClosed
Managing Director
Office of the Managing Director, APTDC Ltd., Ganeshguri, Ghy, 5
Construction of Hostel Dalongguri Higher Secondary School at Biswanath under DAJGUA during the year 2025-26.
2026_WPTBC_51684_1
PTDC/Engg/2026-27/520
Open Tender
Civil Works
Item Rate
450 days
Biswanath
Please refer to tender document
3 documents required · 3 mandatory
₹4,500
₹5.0 L
Yes
Managing Director, APTDC Ltd., Ganeshguri, Ghy, 5
23 Mar 2026
5 Mar 2026
10 Mar 2026
5 Mar 2026
10 Mar 2026
5 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Hostel | - | - | - | - |
| 2 | 1/2.8: 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1: All kinds of soil. | 1 | cum | 1 | ₹1 |
| 3 | 2/11.2 : 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. | - | Sqm | 1 | - |
| 4 | 3/2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | cum | 1 | - |
| 5 | 4/4.1 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | 1 | ₹1 |
| 6 | 5/4.10 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) | 1 | sqm | 1 | ₹1 |
| 7 | 6/5.1 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) | - | cum | 1 | - |
| 8 | 7/5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
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) | 0.6 | cum | 1 | ₹0.6 |
| 9 | 8/5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | 1 | - |
| 10 | 9/5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 0.2 | sqm | 1 | ₹0.2 |
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