Construction R.C.C. V.R.B. at km 1.115 of Akbarganj Dr. at km. 20.497 of Gulalpur Dr. and at km. 1.95 of Harkaranpur Dr.

Amount

Construction R.C.C. V.R.B. at km 1.115 of Akbarganj Dr., at km. 20.497 of Gulalpur Dr. & at km. 1.95 of Harkaranpur Dr.

Dry earth filling including manual compaction,dressing lead upto 30m & lift upto1.5m in building and Masonry works as per direction of engineer in charge

EC Bags filled with local earthSupply and laying of sandy earth plastic cement bags (volume 0.035cum) including cost of earth,cost of empty bags,labour, stitching with surely complete, laying and placing complete at the place of restoration of embankment as per direction of engineer in charge

Earth work in Foundation of R.C.C. Work on drain of discharge above 10 cumecs including manual compaction and dressing to profile as per direction of engineer in charge

Providing and laying P.C.C.in M-15 (1:2:4) mix Kabrai Stone grit 10 to 20 mm and Hameer Pur Coarse sand i/c cost of all material, Formwork labour, T&P etc.complete for Proper completion of Work as per direction of engineer in charge

Providing and laying R.C.C. upto bed level in M-20 (1:1.5:3) mix Kabrai Stone grit 10 to 20 mm and Hameerpur Coarse sand i/c cost of all material, Formwork labour, T&P etc.complete for Proper completion of Work as per direction of engineer in charge

Providing and laying R.C.C. above bed level including abutment, slab and pier in M-20 (1:1.5:3) mix Kabrai Stone grit 10 to 20 mm and Hameerpur Coarse sand i/c cost of all material, Formwork labour, T&P etc.complete for Proper completion of Work as per direction of engineer in charge

Providing and laying R.C.C.in M-25 (1:1:2) mix Kabrai Stone grit 10 to 20 mm and Hameerpur Coarse sand i/c cost of all material, Formwork labour, T&P etc.complete for Proper completion of Work as per direction of engineer in charge

P/L 110mm dia PVC pipe for weep hole with including cost of material, labour, T&P etc. complete for Proper completion of Work as per direction of engineer in charge

Supplying/Laying 300 GSM Non-woven Geotextile made 100% Polypropylene staple fibre (continous filament not allowed) bonded into stable network through needlepunching and meeting the technical Specification and qualification criteria as per direction of engineer in charge

Reinforcement cutting bending, binding and placing of steel reinforcement in position including cost of binding wire and including cost of steel as per direction of engineer in charge

Dry brick on edge soling including preparation of subgrade and filling joints with local sand including cost of material, labour, T&P etc.complete for Proper completion of Work as per direction of engineer in charge

Brick on edge soling with old & dismantalled S.O.B. bricks including preparation subgrade and filling joints with local sand including cost of local sand but excluding cost of brick as per direction of engineer in charge

Boring with 100mm dia casing pipe including lowering and exxtraction of assembly, loading, unloading and carriage. One boring has 10 meter water dia dewatering capacity so no. of including all cost of materials, T&P and labour and other accessories required for proper completion of work as per direction of engineer in charge

Running of 5 H.P.Diesel pump/ generator for dewatering including Suction & delivery pipe, Operator & Khalashi and P.O.L. complete with all respect as per direction of engineer in charge

P/L 110mm PVC pipe for drainage spout with including cost of material, labour, T&P etc. complete for Proper completion of Work as per direction of engineer in charge

S/F of Sign board size (1.20 X 0.90 ) Made by Angle Iron 40X40X6 mm. with M.S. Sheet of 18 S.W.G. with bracing of 25X5mm flat Iron including Excavation of pit 30x30x45 cm and fixing cc. 1:2:4 with painting and writing letters as per direction of Eng-in-charge.

Filling expansion Joint with joint filler board 20.00 mm thick as per directon of engineer in charge.

S/L NP2 pipe 600mm dia for darin diversion with cost of all material and labour etc. as per direction of Engineer - in -charge

E/w in constructing drain diversion manually or by any other means wherever possible and applicable escape of discharge upto 30 Cumecs and above 1 Cumec including hard clay/charri/ bajri upto 5%, lead upto 30 meters, lift upto 1.50 meters excluding mechanical compaction but including manual compaction & dressing to profile as per direction of engineer in charge

Earth work in clearance of Bund & Road Diversion with partial /rough dressing lead upto 30m & lift upto1.5m as per direction of engineer in charge

Dismantalling of old damaged VRB as directed by engineer-in- charge

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification as per direction of engineer in charge

S/L of Tarfelt on bed block as directed by engineer-in- charge

Painting of parapet and writing data on it as per direction of engineer in charge

M/S OM SHIVAM ENTERPRISES (BID ID -4998012)