Reconstruction of VR Bridge at RD. 3400 of Dhanaura Escape

Amount

Works Details

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1 m, as directed by Engineer-in-charge as per HSR 4.12.1

Providing and laying dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks as per HSR 10.34

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m as per HSR 4.14

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete as per HSR 6.30.1

All works up to Plinth Level M-15 grade plain cement concrete. (cement content considered as per HSR No. 6.22.2.2

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: as per HSR 7.21 Cement Mortar 1:3

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content 330 kg manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 All works up to plinth level as per HSR 6.24.1

Providing & laying Reinforced Cement Concrete of grade M-20 with batching plant, transit mixture and concrete pump complete in all respect as per HSR 15.12.3.2

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies as per HSR 6.30.3

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts as per HSR 6.30.6

Providing and fixing in position 12mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, depth sealing compound Grade-A in expansion joints as per HSR item No. 6.58

150 mm dia PVC pipe metre as per HSR B0242

Back filling behind abutment, wing wall and return wall complete as per drawing and MoRT&H Specification Sandy material as per HSR item No. 10.2

S/o & C/o stone boulders ofrequisite sizes from approved quarry to site of work as per PWD specification No. 3.31 read with 23.8 and 23.9 loading, unloading stacking and rehandling of quantities A/F 2019

Dumping stone by mechanical/ mannual means. As per HSR 16.39

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending,placing in position, binding, wastage, overlaps, welded joints,spacer bars, chairs, stays, hangers and annealed steel wire etc.complete in all respect below plinth level as per HSR item No. 6.33.6

Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. cement sand mortar and finishing the joints at an angle of 45 degree 900 mm as per HSR item No. 21.95.8

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge as per HSR Item No. 5.7.4

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge as per HSR 5.25

Credit of Brick Work

Credit of Steel

Credit for diversion pipes as per item no. 17

Raghbir Singh Contractor

Naresh Contractor

I.P. Consultant

VIJAY CONTRACTOR

The Mehak Kaliraman Co-op LandC Society LTd,

PAWAN KUMAR CONTRACTOR

M/S. HARI SINGH & CO.

M/s Shivji Singla and Sons