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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.7 CrAccepted-AOC 2ND FLOOR TRIPTI TOWER GANESHGURI GUWAHATI 05 | KAMRUP METRO | ASSAM | 781001 | L1 | Accepted-AOC Work Order Issued | |
| 2 | L2₹66.1 Cr+₹2.9 Cr (4.66%)Rejected-AOC A T ROAD BOKAKHAT 785612 DIST GOLAGHAT | BOKAKHAT | GOLAGHAT | ASSAM | 785612 | L2 | Rejected-AOC L2 |
Tender Value
₹57.3 Cr
EMD Value
₹1.1 Cr
Closing Date
17 Sept 2024, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CE, PWD(Roads), Assam, Chandmari, Ghy-3
O/O The CE, PWD(Roads), Assam, Chandmari, Ghy-3
Construction of Structure at Sinking Zone on Silchar-Kalain Road (SH-38) in Silchar, Assam
2024_PWD_38667_1
SINKING ZONE/SILCHAR-KALAIN ROAD/SILCHAR/01
Open Tender
Civil Works – Roads
Item Rate
545 days
Silchar
Please refer Tender documents.
5 documents required · 5 mandatory
₹30,000
₹1.1 Cr
Yes
24 Mar 2025
28 Aug 2024
18 Sept 2024
28 Aug 2024
17 Sept 2024
28 Aug 2024
28 Aug 2024 - 17 Sept 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Main Structure : Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (I) Ordinary Soil (B) Mechanical Means (a) Without dewatering (i) Depth upto 3m. | - | Cum | - | - |
| 2 | Levelling course for Pile cap (PCC M-15 grade) | - | Cum | - | - |
| 3 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. (Pile diameter-400 mm) | - | Rm | - | - |
| 4 | Providing steel liner 8 mm thick for piles including fabricating and setting out as per detailed drawing for 400 dia piles. | - | MT | - | - |
| 5 | Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent) | - | MT | - | - |
| 6 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent) | - | MT | - | - |
| 7 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. D. RCC/PSC Grade M35. Case II: Using Batching Plant, Transit Mixer and Concrete Pump. (ii) For T-beam & slab, b. Height 5m to 10m | - | Cum | - | - |
| 8 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent) | - | MT | - | - |
| 9 | Bituminous wearing course: Providing and laying Bituminous wearing course comprising of tack coat with bitumen emulsion CSS-1h as per APWD SOR item no 5.2 & MOSRT&H Specification Nos 503 0.6mm thick mastic asphalt as per APWD SOR item no 14.5 & MOSRT&H Specification Nos 515 & 2702 and 2 layers of 25 mm thick Asphalt concrete including of close Graded Premix Surfacing(CGPS) materials with Type -a aggregate as per APWD SOR tem no 5.11 & MOSRT&H
Specification Nos 512 including all lead and lift as directed. | - | Sqm | - | - |
| 10 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). | - | Rm | - | - |
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