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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.0 CrAccepted-AOC 2ND FLOOR TRIPTI TOWER GANESHGURI GUWAHATI 05 | KAMRUP METRO | ASSAM | 781001 | ₹38.0 Cr | L1 | Accepted-AOC Awarded Contract Bidder |
| 2 | L2₹43.1 Cr+₹5.1 Cr (13.5%)Rejected-AOC HAIBARGAON NAGAON ASSAM | NAGAON | ASSAM | 782001 | ₹43.1 Cr+₹5.1 Cr (13.5%) | L2 | Rejected-AOC Rejected as L2 |
| 3 | L3₹44.4 Cr+₹6.4 Cr (16.9%)Rejected-AOC 33 2 B1 RANK PARADISE MULLAI NAGAR SURAMANGALAM SALEM 636 005 | ₹44.4 Cr+₹6.4 Cr (16.9%) | L3 | Rejected-AOC Rejected as L3 |
| 4 | Rejected-Technical 303 ISCON MALL NEAR BIG BAZAR 150 FT RING ROAD RAJKOT 360001 GUJRAT | RAJKOT | GUJARAT | 360001 | - | - | Rejected-Technical As per decision of Bid Evaluation Committee |
| 5 | Rejected-Technical 4B TOWN SQUARE CHINAR PARK RAJARHAT KOLKATA 700 136 | - | - | Rejected-Technical As per decision of Bid Evaluation Committee |
Tender Value
₹38.6 Cr
EMD Value
₹77.2 L
Closing Date
3 Jun 2023, 2:00 pmClosed
Chief Engineer,(EAP) PWRD,Assam
O/o The Chief Engineer,(EAP) PWRD,Assam Fatasil Ambari,Guwahati- 781025
APART/NOCP/ASCL/K-01 Construction of Multi Storied Office Building Of Assam Seeds Corporation Limited in Agriculture Campus, Khanapara, Guwahati-22 under APART
2023_PWRDW_30695_1
CE/APART/16/2023/8
Open Tender
Civil Works - Building
Lump-sum
360 days
Guwahati
Please refer Tender documents.
6 documents required · 6 mandatory
₹20,000
₹77.2 L
Yes
O/o The Chief Engineer,(EAP) PWRD,Assam
25 Aug 2023
4 May 2023
3 Jun 2023
4 May 2023
3 Jun 2023
4 May 2023
4 May 2023 - 15 May 2023
15 May 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SURFACE DRESSING
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 3,050 | sq.m | - | - |
| 2 | Clearing grass and removal of the rubbish up to a distance of 50 m
outside the periphery of the area cleared. | 2,286.34 | sq.m | - | - |
| 3 | Felling trees of the girth (measured at a height of 1 m above ground
level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
Beyond 60 cm girth upto and including 120 cm girth | 30 | Each | - | - |
| 4 | PILING WORK
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 | 2,721.6 | Metre | - | - |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | 41,960.74 | KG | - | - |
| 6 | 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.
Single pile upto 50 tonne Safe capacity
Initial test (Test Load 2.5 times the Safe capacity) | 1 | Per Test | - | - |
| 7 | 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.
Single pile upto 50 tonne Safe capacity
Routine test (Test Load 1.5 times the Safe capacity) | 2 | Per Test | - | - |
| 8 | EARTH WORK
Earth work in excavation 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
All kinds of soil | 687.05 | cum | - | - |
| 9 | RCC WORKS
Design Mix Concrete
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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 setting of 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, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
All work upto plinth level
Concrete of M25 grade with minimum cement content of 330 kg /cum | 355 | cum | - | - |
| 10 | Design Mix Concrete
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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 setting of 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, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
All work above plinth level upto floor V level
Concrete of M25 grade with minimum cement content of 330 kg /cum | 2,383 | cum | - | - |
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