Tender For In Year 2024-25 Special Repair And Cc Work Of Jalaun Bhind To Mijhauna Link Road In Km. 1, orai-Uttar Pradesh

Tender For In Year 2024-25 Special Repair And Cc Work Of Jalaun Bhind To Mijhauna Link Road In Km. 1; 1 Providing laying spreading and compacting stone aggregates of specific size 22.4-53 mm to water bound macadam specificationincluding spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 Km in stages to proper grade and camber , MORD G-3 2 Providing and applying tack coat with bitumen VG-10 using bitumen distributor @ 0.30 kg / sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MORD technical specification clause 503 3 20 mm thick Open-Graded Premix Carpet using Bituminous (penetration gradie / modified bitumen) Binder Providing and laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade 4 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grede and cross fall using Type C as per Technical Specification MORD sepecification no. Clause 510. as per Data Book item No. 5.12 (B) Case - IIIType 5 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 6 Providing laying spreading and compacting stone aggregates of specific size 22.4-53 mm to water bound macadam specificationincluding spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 Km in stages to proper grade and camber , MORD G-3 7 Construction of Joint only, plain, cement concrete pave ment, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as oer clause 1501.2.2 M-30 (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 weight batcher using approved mix design, laid in approved fixed side formwork (steel channerl, laying and fixing of 125 micronthick polythene film, wedgesm steel plates including levelling the from work as per drawing), spreading the concrete withshovels, 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, do wek bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14- days curing compund (where specified) and water finishing to lines and grade as per drawing and technical Specification Clause 1501 8 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 up to a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material. (S.I. no. 251) 9 Sand fillingin plinth including supply of necessaryquantityof sand approved quarryfromthe site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work.(S.I. No- 255) 10 Concrete with 4 cm (1.5) gauge stone ballast fine local sand of 1.25 Fineness modulous and cement on proporation of 1:3:6 in foundation and under floors including supply of all material labour and T&P etc. required for proper completion of the work.(S.I. no. 280) 11 Brick masonary work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications clauses 600,1200 & 1203 (Brick masonry in 1:4 cement mortar) 12 Plastering with cement mortar (1:4) mm thick on brick work in substructure as per techinical specification clauses 613.4 & 1204 (S.I. no. 17.58) 13 Supply & Laying ofHume pipe S & SType in positionwith cement and sandmortarin 1:2 withsunincluding labour and T & P etc. required for proper completion of work as per direction ofby the Engineer-in-chargeN.P-3-Type(a) 600 mm dia.

INR 1200 /-

INR 174000.0 /-

INR 16.32 Lakhs /-

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