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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAdmitted-Finance | ₹6.0 L | L1 | Admitted-Finance |
| 2 | L2₹6.4 L+₹39,162.07 (6.52%)Admitted-Finance | ₹6.4 L+₹39,162.07 (6.52%) | L2 | Admitted-Finance |
| 3 | L3₹6.9 L+₹84,226.30 (14.0%)Admitted-Finance | ₹6.9 L+₹84,226.30 (14.0%) | L3 | Admitted-Finance |
| 4 | L4₹7.0 L+₹1.0 L (16.9%)Admitted-Finance | ₹7.0 L+₹1.0 L (16.9%) | L4 | Admitted-Finance |
| 5 | L5₹7.1 L+₹1.1 L (18.0%)Admitted-Finance | ₹7.1 L+₹1.1 L (18.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | AMAR BORA L7 | RAJIB KUMAR SARMAH L1 | DHIRAJ THAKURIA L3 | M/s K. K. Enterprise L2 | MAZUMDAR ENTERPRISES L5 | SAIDUL ISLAM L6 | MADHAV BORAH L8 | SIBU SAHA L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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.
All kinds of soil. | 12.6 | cum | 160 ₹2,016 | 450 ₹5,670 | 185 ₹2,331 | 179 ₹2,255.4 | 175 ₹2,205 | 261 ₹3,288.6 | 260 ₹3,276 | 80 ₹1,008 Lowest |
| 2.00 | 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. | 4.89 | cum | 1,800 ₹8,802 | 600 ₹2,934 Lowest | 1,110 ₹5,427.9 | 2,450 ₹11,980.5 | 1,000 ₹4,890 | 2,665 ₹13,031.85 | 1,600 ₹7,824 | 2,196 ₹10,738.44 |
| 3.00 | Providing flat brick soling under foundation, floor, plinth beam including packing with coarse sand and watering etc complete as directed with bricks class designation-75 in cement morter in proportion 1:4 including curing complete as specified and as directed | 20.6 | sqm | 350 ₹7,210 | 500 ₹10,300 | 629 ₹12,957.4 | 483 ₹9,949.8 | 620 ₹12,772 | 234 ₹4,820.4 Lowest | 450 ₹9,270 | 550 ₹11,330 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth. 1:2:4 (1 cement : 2 coarse sand (zone-ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal
size derived from natural sources) | 2.06 | cum | 6,800 ₹14,008 | 5,000 ₹10,300 Lowest | 6,290 ₹12,957.4 | 5,382 ₹11,086.92 | 6,000 ₹12,360 | 6,702 ₹13,806.12 | 6,700 ₹13,802 | 5,900 ₹12,154 |
| 5.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars | 936.34 | kg | 98 ₹91,761.32 | 80 ₹74,907.2 Lowest | 85.1 ₹79,682.53 | 82 ₹76,779.88 | 89.65 ₹83,942.88 | 82 ₹76,779.88 | 89 ₹83,334.26 | 95 ₹88,952.3 |
| 6.00Centering and shuttering including strutting, propping etc. and removal of form for | |||||||||||
| 6.01 | (a) Foundations, footings, bases of columns, etc. for mass
concrete | 13.86 | sqm | 400 ₹5,544 | 200 ₹2,772 Lowest | 296 ₹4,102.56 | 270 ₹3,742.2 | 307.95 ₹4,268.19 | 280 ₹3,880.8 | 320 ₹4,435.2 | 325 ₹4,504.5 |
| 6.02 | (b) Columns, Pillars, Piers, Abutments, Posts and Struts | 75.5 | sqm | 450 ₹33,975 | 200 ₹15,100 Lowest | 592 ₹44,696 | 663 ₹50,056.5 | 700 ₹52,850 | 731 ₹55,190.5 | 650 ₹49,075 | 325 ₹24,537.5 |
| 7.00 | 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 :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-ill) : 3 graded stone aggregate 20 mm nomina lsize ) | 14.08 | cum | 7,200 ₹1,01,376 | 7,500 ₹1,05,600 | 7,400 ₹1,04,192 | 5,865 ₹82,579.2 Lowest | 6,500 ₹91,520 | 7,230 ₹1,01,798.4 | 11,000 ₹1,54,880 | 8,500 ₹1,19,680 |
| 8.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement: 4 coarse sand) | 8.53 | cum | 7,800 ₹66,534 | 6,000 ₹51,180 | 5,920 ₹50,497.6 | 5,175 ₹44,142.75 Lowest | 5,900 ₹50,327 | 6,265 ₹53,440.45 | 6,200 ₹52,886 | 7,000 ₹59,710 |
Tender Value
₹9.3 L
EMD Value
₹18,600
Closing Date
3 Aug 2026, 2:00 pmClosed
HoS Engineering
IPM Section, IIT Guwahati
Construction of Car washing shed and wash bay with ramp at the existing car washing Centre in the parking area between Medical and New guest House in IITG Campus
2026_IITG_918469_1
IITG/IPM/NIT/C/2026-27/32
Open Tender
Civil Works
Works
90 days
IIT Guwahati
Please refer tender document
2 documents required · 2 mandatory
₹2,000
Payable To IIT Guwahati
₹18,600
28 Aug 2026
22 Jul 2026
4 Aug 2026
22 Jul 2026
3 Aug 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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.
All kinds of soil. | 1 | cum | - | - |
| 2 | 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 | cum | - | - |
| 3Providing flat brick soling under foundation, floor, plinth beam including packing with coarse sand and watering etc complete as directed with bricks class designation-75 in cement morter in proportion 1:4 including curing complete as specified and as directed | |||||
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth. 1:2:4 (1 cement : 2 coarse sand (zone-ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars | |||||
| 6Centering and shuttering including strutting, propping etc. and removal of form for | |||||
| 6.01 | (a) Foundations, footings, bases of columns, etc. for mass
concrete | 1 | sqm | - | - |
| 6.02 | (b) Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 7Providing 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-ill) : 3 graded stone aggregate 20 mm nomina lsize ) | |||||
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement: 4 coarse sand) | 1 | cum | - | - |
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