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| 1 | Excavation for StructuresEarthwork 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.I. Ordinary SoilUpto 3m depth |
| 2 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. |
| 3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A With crushed Stone II P.C.C grade M 15 , Nominal mix 1:2.5:5 ( Hand mix) |
| 4 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.(N) Without PlasticiserC. RCC Grade M 30 Case II. Using Batching Plant, Transit Mixer and Concrete Pump. (i) For solid slab super-structure, a.Height upto 5m |
| 5 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork(N) Without PlasticiserG. RCC Grade M30, a. Height upto 5m, Case II With Batching Plant, Transit Mixer and Concrete Pump. |
| 6 | Construction of temporary blockade of size 0.75 m × 0.40 m by earth filled cement bags supported with Bholuka bamboo palisading at both sides in the bed of channel for draining water through a restricted path at the time of re-sectioning/construction of foundations of flood walls etc. including driving of bamboo posts 0.80 m above ground and 1.00 m below ground at 0.30 m clear apart, tying with one row half Jati bamboo kamies and removing of the blockade after completion of the work etc. complete as directed. |
| 7 | Dewatering by 5 H.P. water pump including supply of necessary fuel, engine oil and pump operator etc complete as directed |
| 8 | Supplying, fitting and placing TMT IS:1786 (Fe 500) barreinforcement in sub-structure complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 9 | 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 specificationsTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 10 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification B) Sandy material |
| 11 | Carriage of excavated muddy/slushy soil/garbage by truck of 10 MT capacity and depositing the same in suitable dumping ground within an average lead of 5.00 Km including cost of P.O.L. and loading/unloading charges etc. complete as directed. |
| 12 | Filler jointProviding & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 13 | Providing weepholes in brick masonry/ plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Please Enable Macros to View BoQ information |
