Reconstruction work of minor bridges (including well foundation) from chainage 6.885 to 6.938 km and chainage 7.115 to 7.141 km of Barauli to Nagla Sanja Akos road (ODR) in district Mathura (including approach road)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.SI No- 12.1 as per S.I. No. 1, Ch.No.-6

Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. as per MoRT&H Specification 12.10

Renforced cement concrete in well foundation complete as per Drawing and technical specifucation. RCC M-25 Grade Well curb as per MoRT&H Specification

Plain cement concrete in well foundation complete as per Drawing and technical specifucation. PCC M-20 Garde (Top Plug) as per MoRT&H Specification 12.11 E

RCC Renforced cement concrete in well foundation complete as per Drawing and technical specifucation. RCC M-30 Garde (well steining) as per MoRT&H Specification 12.11 B

Plain cement concrete in well foundation complete as per Drawing and technical specifucation. (M-20 Grade bottom plug) as per MoRT&H Specification (with 10% Extra Cement for under water concrete.)

Plain cement concrete in well foundation complete as per Drawing and technical specifucation. (M-20 Grade intermediate plug) as per MoRT&H Specification

Renforced cement concrete in well foundation complete as per Drawing and technical specifucation. (M-30 Grade well cap) as per MoRT&H Specification 12.11 F

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. as per DSR No.-5.22 (a) & 5.22.4.6 (Foundation)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification. as per MoRT&H Clause 12.03

Renforced cement concrete in sub Structure complete as per Drawing and technical specifucation. (M-35 Grade in sub structure) as per MoRT&H Clause 13.05

Renforced cement concrete in sub Structure complete as per Drawing and technical specifucation. (M-40 Grade) as per MoRT&H Clause 13.05 (i)

Renforced cement concrete in sub Structure complete as per Drawing and technical specifucation. (M-45 Grade) as per MoRT&H Clause 13.05 (j)

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-1 & 11 respectively and other parts cast conforming to B5: 5400, section 9.1 & 9.2 and clause 2006 of MoRT&H Specifications complete as per drawing and approved Technical Specifications. as per MoRT&H clause 13.18

(a) Free Pot Bearing

(b) Guided Pot Bearing

(c) Fixed Pot Bearing

PCC M15 Grade Leveling course below approach slab complete as per drawing and technical specification. as per MoRT&H clause 14.10

Reinforced Cement Concrete in approach Slab (RCC M-30) including reinforcement and form work comp. as per drawing and technical specification. as per MoRT&H clause 14.11

Compression Seal Joint Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed call foam joint sealer compressed and fixed Into the joint gap with special adhesive binder to cater for a horizontal movement upto 40mm and vertical movement of 3mm. as per MoRT&H clause 14.20

Drainage Spouts complete as per drawing and technical specification. as per MoRT&H clause 14.09

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. as per MoRT&H clause 14.04

High tensile steel wires/ strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications. as per MoRT&H Clause No-14.03 (For PSC Girder)

Furnishing and placing Reinforced / prestressed cement concrete in super structure as per drawing and technical specification (RCC/PSC Grade M-45 using batching plant Trasit) as per MoRT&H clause 14.01

Furnishing and placing Reinforced / prestressed cement concrete in super structure as per drawing and technical specification (RCC M-40 Deck slab) : MoRT&H Clause-14.01

Back filling behind abutment, wing wall and return wall With Grannular Material complete as per drawing and Technical Specification as per MoRT&H Specification No.-13.09

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical Specifications.as per MoRT&H Specification No.-13.08

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. (On concrete work) as per DSR -2023 SI. No. 13.52.2

Providing and laying Filter material with Graded Stone Aggerate underneath Pitching in slopes complete as per drawing and Technical specifications clause No.-16.05

Providing and laying Pitching on slopes laid over prepared filter media Stone weighing not less than 40kg including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications clause No.-16.04

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.SI No- 12.1 as per S.I. No. 1, Ch.No.-6

PCC 1:3:6 in Foundation - Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing. as per S.I. No. 3, Ch.No.-6

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in as per DSR No. 6.1.1 (Cement mortar 1:4 (1 Cement : 4 coarse sand)

Plain Cement concrete (PCC Grade M-15) in open Foundation complete as per Drawing and Technical Specification. Clause 1500, 1700 & 2100 as per SOR SI.N0-6, Ch.No.-06

Plastering with cement mortar 1:3 on brick work in sub-structure complete as per drawing and Technical Specifications Clauses 1300 & 2200 as per SOR SI.N0-20, Ch.No.-06

Construction of Embankment with material obtained from Borrow pits - Construction of embankment with approved material obtained from borrow pits with all lifts and leads, spreading, grading to required slope and transporting to site, compacting to meet requirement of Table 300-2. (SI.No.-3.16)

Construction of granular sub-base Grading-I by providing granular material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. As per MoRT&H clause 401(b).

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. As per MoRT&H clause 404(4.11A). (Grading-I)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. As per MoRT&H clause 404(4.11A(II). (Grading-II)

Primer Coat over W.M.M./W.B.M. Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. as per MORT&H clause - 502 (5.01)

Tack Coat on Granular surfaces treated with primer: - Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with air compressor. as per MORT&H clause - 503 (5.02)

Open Graded Premix Carpet: Providing, laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing Course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. as per MORT&H Clause -510 (5.07)

Seal Coat Case-II Type - B : - Providing and laying seal coat seiling the voids with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. as per MORT&H Clause -511 (5.09)

Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor's bill at the time of payment 3- Maintenance will be calculated on value of actual work done.