Drainage Work in Ward no 11 13 and 15 of Advani plot in Raiwala area of Doiwala Development Block of District Dehradun. Reach- 0.00 Mtr to 3500.00 MTR.
Irrigation Work Circle - Dehradun · Raiwala, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹7.2Cr
- EMD: ₹14.5L
- Published: 29 Oct 2026
- Closing date: 13 Nov 2026
- Status: open
- Status as of: 05 Nov 2026 08:05 UTC
- Department: Irrigation and Flood
- Office: Office of the Superintending Engineer, Irrigation Work Circle, Dehradun
Description
Drainage construction work in Wards 11, 13 and 15 of Advani Plot, Raiwala, Doiwala Development Block, Dehradun District, from reach 0.00 m to 3500.00 m. The BOQ includes excavation, dewatering, concrete and masonry works, reinforcement, manholes, pavers, RCC pipes and pavement.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (18)
- 2 — Qty: 3 4
- Clearing Grass and Removal of Rubbish .Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery — Qty: 3 Hec
- 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 otherdeleterious material and disposal upto a lead of 50 m, dressing of sides and bottom andbackfilling in trenches with excavated suitable material. (Ordinary Soil upto 3 m depth) — Qty: 14000 Cum
- Dewatering of water caused due to seepage of ground water and surface water due to rain etc. excluding excavation of foundation but during excution of civil work includingh supply of all machine ,operator ,khalasi ,POL ,T&P ,accessories required for proper completion of work. — Qty: 960 Hr
- Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications. (Nominal mix 1:3:6 ) — Qty: 430 Cum
- Plain/reinforced cement concrete in substructure complete as per drawings and technical specification. R.C.C. grade M 20(For height upto 5 m) — Qty: 18 Cum
- Plain/reinforced cement concrete in substructure complete as per drawings and technical specification. R.C.C. grade M 25 (For height upto 5 m) — Qty: 3300 Cum
- Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications — Qty: 64 Tonne
- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. — Qty: 3800 Cum
- Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications — Qty: 700 Rmt
- Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. (M.S. Railing) — Qty: 97000 Kg
- Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. (Boulder laid dry without wire crates.) — Qty: 12 Cum
- Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement: 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 — Qty: 35 No.
- Extra for depth for manholes :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 For 1 Metre Size 120x90 cm — Qty: 35 No.
- Providing and laying 60mm thick faciory made cement concreteinterlocking paver block of M -30 grade made by block makingmachine with strong vibratory compaction, of approved size, design& shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. — Qty: 2200 Sqm
- Random rubble masonry Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) — Qty: 230 Cum
- Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1200 mm dia — Qty: 230 Rmt
- Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as — Qty: 35 Cum
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