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Tender For Repair Of Sthaniya Nala 3X6 Meter Old Small Bridge Approach Road On Amethi Kakwa Odr Km 13 - Clearing Jungle Including Uprooting Of Trunk Vegetations Grass, Bush, Wood Trees And Saplings Of Girth Upto 30 Cm. Measured At A Height Of 1 Metre Abov, amethi-Uttar Pradesh

Public Works Department has published Tender For Repair Of Sthaniya Nala 3X6 Meter Old Small Bridge Approach Road On Amethi Kakwa Odr Km 13 - Clearing Jungle Including Uprooting Of Trunk Vegetations Grass, Bush, Wood Trees And Saplings Of Girth Upto 30 Cm. Measured At A Height Of 1 Metre Abov. Submission Date for this Tender is 29-11-2024. Road Work Tenders in amethi Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

46291584
Tender For Repair Of Sthaniya Nala 3X6 Meter Old Small Bridge Approach Road On Amethi Kakwa Odr Km 13 - Clearing Jungle Including Uprooting Of Trunk Vegetations Grass, Bush, Wood Trees And Saplings Of Girth Upto 30 Cm. Measured At A Height Of 1 Metre Abov
Open Tender
NCB
Uttar Pradesh
Amethi
29-11-2024

Tender Details

Repair Of Sthaniya Nala 3X6 Meter Old Small Bridge Approach Road On Amethi Kakwa Odr Km 13 - Clearing Jungle including uprooting of trunk vegetations grass, bush, wood trees and saplings of girth upto 30 cm. measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres out side the periphery of area cleared as per S.I. No. 259 2 Racking out joints of brick work in cement or lime mortar to a depth of 1 cm including disposal of refuse as directed by the Engineer-in-charge with in a distance of 60 mts S.I No-707 3 Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6. 4 Brick Masonry Work in Cement Mortar 1:3 in in super structure complete excluding Pointing and Plastering, as per Drawing , Technical Specifications and as per direction of E/I 5 Pointing on tile brick work with cement mortar 1:2 (1 cement: 2 Coarse sand): Flush/ Ruled/ Struck or weathered pointingas per direction of E/I 6 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.as per morth specification no 305 7 Plain Cement Concrete in Open Foundation in floors complete as per Drawing and Technical Specifications 1500, 1700 & 2100.morth item no 12.8 A, PCC Grade M15 8 Plain cement concrete in open foundation complete as per drawing and technical specifications. Specifications MORT&H clause no Morth item no12.8 B,case i, PCC Grade M20 as directed by the E/I 9 Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. 10 applying epoxy mortar over leached honey combed and spaled concrete and exposed steel reinforcement complete as per technical specification 11 Filter media granular materials/stone aggregates behind abutment Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.710.1.4.of IRC:78 and 2200 12 Laying stone boulder of 25-60 Kg. Stone in apron with split up boulder including all material, labour, T&P etc. required for proper completion of the work specification 2506 13 Brick soling with straight over burnt bricks laid on edge and dry including preparation of sub-grade to required camber, filling joints with local earth spreading blinding coats 1 cm. deep of local earth including SI. 762(b) 14 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.1.1All kinds of soil. 2.6.1 15 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm (nominal size) 4.1.6 16 Brickworkwithcommonburntclay (nonmodular)bricksofclass-150 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) 6.1.1 17 Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand): Flush/ Ruled/ Struck or weathered pointing 13.32.1 18 Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) height upto 5.00 mtr both side

Key Value

Document Fees
INR 944 /-
EMD
INR 278000.0 /-
Tender Value
INR 27.65 Lakhs /-
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