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Tender Value
₹6.7 Cr
EMD Value
₹13.5 L
Closing Date
14 Oct 2026, 2:00 pm
Chief Engineer, WRD, Assam
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Construction of Sluice Gates on Pokoria R/B embankment from Teteliguri to Patekibori.
2026_DoWR_54141_1
MORIGAON/2026-27/RIDF XXXII/I
Open Tender
Civil Works
Works
450 days
MORIGAON
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹13.5 L
Yes
24 Sept 2026
24 Sept 2026
14 Oct 2026
24 Sept 2026
14 Oct 2026
5 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Plain/reinforced cement concrete in substructure complete as per
drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
A) With Crushed Stone
II) P.C.C. grade M 20
(i) Nominal mix (1:2:4) | 559.14 | Cum | 7,615.73 | ₹42,58,259.27 |
| 1.02 | 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 M 25
(a) for height upto 5m.
Case I: Using Concrete Mixer | 1,163.4 | Cum | 9,633.96 | ₹1,12,08,149.06 |
| 1.03 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 183.3 | tonne | 68,825.52 | ₹1,26,15,717.82 |
| 1.04 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303
III) Brick on edge laid in cement mortar (1:3) | 129 | Cum | 6,078.52 | ₹7,84,129.08 |
| 1.05 | Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
V) Marshy soil | 3,510.39 | Cum | 632.66 | ₹22,20,883.34 |
| 1.06 | Supplying and Driving of NSZ801 Type Vertical Steel Piles (t=8mm, s=8mm, w=690mm) complete as per Drawing and & Technical Specification. | 35,889.78 | Kg | 163.14 | ₹58,55,058.71 |
| 1.07 | 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 ( asterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999 (Pile diameter-750 mm) | 2,352 | RM | 7,880.78 | ₹1,85,35,594.56 |
| 1.08 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
Sandy Material | 900 | Cum | 1,618.89 | ₹14,57,001 |
| 1.09 | Dewatering by 5 H.P. water pump including supply of necessary fuel, engine oil and pump operator etc. complete as directed. | 4,320 | Hour | 288.07 | ₹12,44,462.4 |
| 2Construction of Apron with boulder | |||||
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