Bridge Construction Tender Results

Mild steel of iron work in plain work such as in reinforced concreate or reinforced brick work (When not included in overall rate) wrought to required shapes as necessary and bending for the proper completion of work including supply of steel and its wastages and all labour and T&P required for proper completion of work note the steel shall bent cold and all bends hooks and authorised over lapping shall be measured as per s.l. No 504

Design and Construction of Bridge, Approach Road and Protection work over River Sarayan on Lalkurti - Maheshpur Road Near Maheshpur - Chelwara Village in Development Block Khairabad of Assembly Constituency Sadar of District Sitapur on EPC Mode.

Item No.5: Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss / quartzite / graded metal for RCC works of abutment, wing walls, returns, transition walls, piers, columns, beams and slabs, diaphragm walls, road slabs trough (Box Culvert) trough for aqueduct, wearing coat, etc. . with Batching Plant and Transit mixerincluding centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed. (a) M-20 (20 MSA) (Cement 6.60 bags/Cum) i) For Abutment, wing walls, returns, transition wall

OD201579/2025-2026:Microconcrete Reinstatement for thickness more than 50mm for RCC members:- Providing and laying of special repair material micro-concrete for reinstatement of members having thickness of repair more than 50mm and jacketing, using Single component, high strength, high flow cementitious micro-concrete having compressive strength minimum of M40 at 28 days such as MasterEmaco 346 or Renderoc RGL / RGS of Fosroc or equivalent, blended with washed saturated surface-dry (SSD), graded, low absorption, high density, aggregates of size 3mm to 10mm at 50% by weight of micro concrete (if thickness is 100mm or more) and water as per data sheet and pouring into the shuttering if required than use birds beak type form work using suitable arrangement or if required using pumping device for uniform flow of Microconcrete. The side shuttering can be removed after Minimum of 24 hours, preferably 3 days and the bottom shuttering after 7 days ensuring proper bond between the micro concrete and existing concrete substrate at all heights, including all material, labour, tools, temporary supports for structures, electricity, plant and machineries, curing etc. complete as directed by Engineer-in-charge and/or consultant. (Payment shall be made in Sq.M for thickness upto 100mm of Microconcrete of area repaired, ) including shuttering work (Only steel reinforcement shall be paid in other relevant items)

eProcurement System of Government of West Bengal hosted at WB-SDC Created By: Tirthankar Ghosh Created Date/Time: 20-Feb-2026 04:22 PM Tender Title: REPAIR OF BRIDGE AT BATHANTORE KHAL Tender ID: 2025_ZPHD_5001424_17

2.5.2.B:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (II) By Mechanical Means (B) Reinforced Cement Concrete