ROB/ST-34/ASSAM/RAHA/BALANCE WORK Construction of ROB at Kakati Gaon in replacement of Railway LC Gate No. ST-34 at Rly KM 104/7-8 on Raha Kampur Road under Construction of ROBs on 50:50 Cost Sharing Basis (Balance Work)
Public Works Department (Roads), Assam · Raha, Assam · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹33.9Cr
- EMD: ₹67.8L
- Published: 07 Nov 2026
- Closing date: 16 Nov 2026
- Status: open
- Status as of: 08 Nov 2026 03:27 UTC
- Ministry: Government of Assam
- Department: Public Works Roads Department
- Office: Office of the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati-3
Description
Balance construction work for a road overbridge at Kakati Gaon, replacing Railway LC Gate No. ST-34 on Raha Kampur Road, under the 50:50 cost-sharing scheme. The work is in Nagaon district, Assam, with a completion period of 24 months.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Bid security / earnest money receipt, Bid document fee receipt, Technical bid documents, Financial bid
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Commercial terms
- Bid type: Item Rate
- Evaluation: Evaluation and comparison of financial bids
- Make in India (MII): No
- MSE preference: No
Line items (121)
- ROB (Span over Railway line) : 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 (I) without dewatering (i) Depth upto 3 m — Qty: 641.52 Cum
- Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. II. 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. A. PCC Grade M15 — Qty: 22.25 Cum
- 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-1200 mm) — Qty: 575 Rm
- Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial load test. — Qty: 3.92 MT
- Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including shuttering formwork. II. 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. E. RCC Grade M25. Case II. With Batching Plant, Transit Mixer and Concrete Pump — Qty: 38.4 Cum
- Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification 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. C. RCC Grade M30 Case II. Using Batching Plant, Transit Mixer and Concrete Pump — Qty: 385.236 Cum
- 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) — Qty: 144.146 MT
- Providing steel liner 8mm thick for steining of wells/pile including fabricating upto full length and setting out as per detailed drawing. (rate as per Assam PWD's approved rate) — Qty: 111.902 MT
- Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and 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. F. RCC Grade M25 (a) Height upto 5m Case-II. With Batching Plant, Transit Mixer and Concrete Pump — Qty: 80.36 Cum
- Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and 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. F. RCC Grade M25 (b) Height 5m to 10m Case-II. With Batching Plant, Transit Mixer and Concrete Pump — Qty: 4.82 Cum
- Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and 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. H. RCC Grade M35 (a) Height upto 5m. Case-II. With Batching Plant, Transit Mixer and Concrete Pump — Qty: 62.832 Cum
- Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and 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. H. RCC Grade M35 (b) Height 5m to 10m Case-II. With Batching Plant, Transit Mixer and Concrete Pump — Qty: 143.853 Cum
- 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) — Qty: 35.76 MT
- Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications. — Qty: 2700 tonne capacity
- 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. F. PSC Grade M-45 (ii)for I-beam & Slab including launching of precast girders by launching truss upto 40m span (b) Height 5m to 10m. — Qty: 249.907 Cum
- 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) — Qty: 48.75 MT
- Structural Steel Built up girder (BUG) Providing and launching steel truss of Structural steel BUG Super Structure including painting complete as per drawing and technical specifications under Section 1900 of MOST. — Qty: 451.05 MT
- Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. — Qty: 126.96 Rm
- Drainage Spouts complete as per drawing and Technical specification — Qty: 54 Each
- PVC Pipe 150mm dia, connected to drainage spout. — Qty: 486 Rm
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