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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAccepted-AOC VILL ROUMARI WARD NO 1 P O P S ABHAYAPURI DIST BONGAIGAON ASSAM | BONGAIGAON | ASSAM | ₹4.1 Cr | L1 | Accepted-AOC Recommended lowest valid bidder |
| 2 | L2₹4.1 Cr+₹1,799.56 (<0.01%)Rejected-Finance | ₹4.1 Cr+₹1,799.56 (<0.01%) | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹4.1 Cr+₹3,999.56 (<0.01%)Rejected-Finance 3RD FLOOR ANIL PLAZA ABC G S ROAD KAMRUP M GUWAHATI 05 | GUWAHATI | KAMRUP M | ASSAM | 781005 | ₹4.1 Cr+₹3,999.56 (<0.01%) | L3 | Rejected-Finance 3rd Lowest |
| 4 | L4₹4.1 Cr+₹5,079.56 (0.01%)Rejected-Finance HOUSE NO 1 SURYA PATH BHAGADUTTAPUR KAHILIPARA GUWAHATI P O KAHILIPARA P S DISPUR KAMRUP METRO PIN 781019 | GUWAHATI | KAMRUP METRO | ASSAM | 781019 | ₹4.1 Cr+₹5,079.56 (0.01%) | L4 | Rejected-Finance 4th Lowest |
| Sl No | Description | Qty | Unit | SRINATH BUILDERS & HOUSING CO. PVT LTD. L3 | Sri Mrinal Saikia L4 | BIPUL CH. DAS L2 | Dipen Ch. Das L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).
500 mm dia piles | 1,020 | RM | 2,472 ₹25,21,440 Lowest | 2,472 ₹25,21,440 Lowest | 2,472 ₹25,21,440 Lowest | 2,472 ₹25,21,440 Lowest |
| 2.00 | EARTH WORK :
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
All kinds of soil. | 114.06 | Cu.M. | 224 ₹25,549.44 Lowest | 224 ₹25,549.44 Lowest | 224 ₹25,549.44 Lowest | 224 ₹25,549.44 Lowest |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 114.06 | Cu.M. | 277 ₹31,594.62 Lowest | 277 ₹31,594.62 Lowest | 277 ₹31,594.62 Lowest | 277 ₹31,594.62 Lowest |
| 4.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 191.56 | Cu.M. | 2,359 ₹4,51,890.04 Lowest | 2,359 ₹4,51,890.04 Lowest | 2,359 ₹4,51,890.04 Lowest | 2,359 ₹4,51,890.04 Lowest |
| 5.00 | 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 up to 1.5 m. | 685 | Sq.M. | 31 ₹21,235 Lowest | 31 ₹21,235 Lowest | 31 ₹21,235 Lowest | 31 ₹21,235 Lowest |
| 6.00 | CEMENT CONCRETE (CAST IN SITU)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 53.32 | Cu.M. | 7,280 ₹3,88,169.6 Lowest | 7,280 ₹3,88,169.6 Lowest | 7,280 ₹3,88,169.6 Lowest | 7,280 ₹3,88,169.6 Lowest |
| 7.00 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). | 28.68 | Sq.M. | 494 ₹14,167.92 Lowest | 494 ₹14,167.92 Lowest | 494 ₹14,167.92 Lowest | 494 ₹14,167.92 Lowest |
| 8.00 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. | 38 | per bag of 50 kg cement used | 62 ₹2,356 Lowest | 62 ₹2,356 Lowest | 62 ₹2,356 Lowest | 62 ₹2,356 Lowest |
| 9.00 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 104.85 | Sq.M. | 744 ₹78,008.4 Lowest | 744 ₹78,008.4 Lowest | 744 ₹78,008.4 Lowest | 744 ₹78,008.4 Lowest |
| 10.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard settingof concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level :
Concrete of M20 grade with minimum cement content of 270 kg /cum | 37.89 | Cu.M. | 9,154 ₹3,46,845.06 Lowest | 9,154 ₹3,46,845.06 Lowest | 9,154 ₹3,46,845.06 Lowest | 9,154 ₹3,46,845.06 Lowest |
Tender Value
₹4.0 Cr
EMD Value
₹7.9 L
Closing Date
29 Jun 2026, 2:00 pmClosed
EE ICD
Oo the Executive Engineer Industries and Commerce Deptt IE Bamunimaidam Guwahati 21
Construction of 3 Storied RCC Building for DI and CC office Biswanath 2nd. Floor for future provision
2026_ICD_52680_1
EE-G/106/2024/251-253/147 Dated 08/06/2026
Open Tender
Civil Works
Item Rate
547 days
Biswanath Chariali
Please refer Tender documents.
5 documents required · 5 mandatory
₹8,000
₹7.9 L
Yes
25 Aug 2026
9 Jun 2026
29 Jun 2026
9 Jun 2026
29 Jun 2026
9 Jun 2026
9 Jun 2026 - 29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).
500 mm dia piles | 1,020 | RM | - | - |
| 2 | EARTH WORK :
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
All kinds of soil. | 114.06 | Cu.M. | - | - |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 114.06 | Cu.M. | - | - |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 191.56 | Cu.M. | - | - |
| 5 | 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 up to 1.5 m. | 685 | Sq.M. | - | - |
| 6 | CEMENT CONCRETE (CAST IN SITU)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 53.32 | Cu.M. | - | - |
| 7 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). | 28.68 | Sq.M. | - | - |
| 8 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. | 38 | per bag of 50 kg cement used | - | - |
| 9 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 104.85 | Sq.M. | - | - |
| 10 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard settingof concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
All works upto plinth level :
Concrete of M20 grade with minimum cement content of 270 kg /cum | 37.89 | Cu.M. | - | - |
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