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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAccepted-AOC | ₹4.6 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | Rejected-Technical B1 BLOCK II DIBANG RESIDENCY PENSIONPARA ROAD GUWAHATI 3 | KAMRUP METRO | ASSAM | 781001 | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | M/S PATER ENTERPRISE L1 |
|---|---|---|---|---|
| 1.00 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :
450 mm dia piles | 610 | Rm | 2,976 ₹18,15,360 Lowest |
| 2.00 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Note:- 1 . Initial and Routine Load test shall not be carried out by Dynamic method of testing.
Note:-2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.
Single pile upto 50 tonne safe capacity
Initial test. ( Test load 2.5 times the safe capacity) | 2 | Per test | 53,056 ₹1,06,112 Lowest |
| 3.00 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge.
Note:- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, Type of soil strata and importance of the project. | 30 | Each test | 1,012 ₹30,360 Lowest |
| 4.00 | Steel reinforcement for R.C.C. work ncluding straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. ( For Pile Work ) | 10,012 | Kg | 96 ₹9,61,152 Lowest |
| 5.00 | 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. | 10 | Cum | 3,016 ₹30,160 Lowest |
| 6.00 | 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 up to 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 | 566.76 | Cum | 295 ₹1,67,194.2 Lowest |
| 7.00 | Supplying and filling in plinth with local sand under floors, including watering, ramming, consolidating and dressing complete. | 182 | Cum | 2,226 ₹4,05,132 Lowest |
| 8.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - All work up to plinth level
1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size). | 24.53 | cum | 6,516 ₹1,59,837.48 Lowest |
| 9.00 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4(1 Cement : 4 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources). | 55 | sqm | 382 ₹21,010 Lowest |
| 10.00 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).
All works upto plinth level | 153.15 | Cum | 8,237 ₹12,61,496.55 Lowest |
Tender Value
₹4.5 Cr
EMD Value
₹8.9 L
Closing Date
7 Apr 2026, 1:00 pmClosed
CE, PWD(Bldg), Assam, Chandmari, Ghy-3
O/O The CE, PWD(Bldg), Assam, Chandmari, Ghy-3
Modernization of Jorhat Science Centre and Planetarium
2026_PWBNH_52051_1
CE/TB-II(Bldg.)/50/2023/33 Dated Guwahati the, 13th March, 2026
Open Tender
Civil Works - Building
Item Rate
545 days
Jorhat
Please refer Tender documents.
5 documents required · 5 mandatory
₹8,912
₹8.9 L
Yes
O/O The CE, PWD(Bldg), Assam, Chandmari, Ghy-3
8 Jun 2026
16 Mar 2026
7 Apr 2026
16 Mar 2026
7 Apr 2026
24 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :
450 mm dia piles | 610 | Rm | - | - |
| 2 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Note:- 1 . Initial and Routine Load test shall not be carried out by Dynamic method of testing.
Note:-2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.
Single pile upto 50 tonne safe capacity
Initial test. ( Test load 2.5 times the safe capacity) | 2 | Per test | - | - |
| 3 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge.
Note:- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, Type of soil strata and importance of the project. | 30 | Each test | - | - |
| 4 | Steel reinforcement for R.C.C. work ncluding straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. ( For Pile Work ) | 10,012 | Kg | - | - |
| 5 | 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. | 10 | Cum | - | - |
| 6 | 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 up to 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 | 566.76 | Cum | - | - |
| 7 | Supplying and filling in plinth with local sand under floors, including watering, ramming, consolidating and dressing complete. | 182 | Cum | - | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - All work up to plinth level
1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size). | 24.53 | cum | - | - |
| 9 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4(1 Cement : 4 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources). | 55 | sqm | - | - |
| 10 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).
All works upto plinth level | 153.15 | Cum | - | - |
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