Rehabilitation of Naurangabad Minor from RD 0 to 7000 tail offtaking at RD 164750-L Bhiwani Disty.

Amount

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 5.7.4 (in cement Mortar).

Demolishing RCC work manaully/mechanical means including stacking of steel bars and disposal of unserviceable material as per HSR item No. 5.25.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. Hsr item No.4.32

Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering andshuttering - All workbelow plinth level and up to Floor IV level:1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering andshuttering - All workbelow plinth level and up to Floor IV level:1:5:10 (1 cement : 5 coarse sand (zone-III): 10 HSR NO. 6.1.7 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering andshuttering - All workbelow plinth level and up to Floor IV level:1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded HSR NO. 6.1.2 stone aggregate 20 mm nominal size)

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete Hsr item No.4.33 I/C all leads & Lifts.

RCC pipe 900 mm dia NP-3 spigot HSR item no.

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.HSR item no. 10.34@ Rs.531

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 all kind of soil Hsr item No. 4.14.1

Plain cement concrete 1:3:6 nominal mix infoundation with crushed stone aggregate 40 mmnominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per clause 2100 of MORT&H specifications HSR Item No. 15.5

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies (For Main Slab) HSR No. 6.30.3

Providing and laying M-15 in position ready mixed plain cement concrete, with cement content as per approved design mix and 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 plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge, all works upto plinth level, cement content @240 Kg./Cum. HSR 6.22.1.2 coping + sleeper

Providing lowering cutting jointing and testing RCC pipe class NP3 as perIS-458-2003 with spigot & socketed joints manufactured with ISI markedsulphate resistance cement as per ISI 12330 with rubber rings ISI markedantiternmite as required at site in to trenches for all depths and laying outthe same to correct alignment gradients and levels including dressing andtrimming and cutting of concrete beds and side of trenches, if requiredjointing with rubber rings in trenches and jointing with 1:3/2 cement sandmortar and with end dowels filled with 1:3/2 cement sand mortar andfinishing the joints at an angle of 45 degree with faces of spigot of socketjoints cutting and finishing the cut surface to a uniform finish etc. as fullydescribed in item No. 21.38, item 21.44, item 21.45, & item 21.46including cartage loading and unloading complete in all respects. theinternal diametric of the sewer being: 350 mm Hsr Item No.21.95.1

Providing and filling sand envelope of grading zone IV or coarsergrade,100mm all-round the G.I. pipes in external work 150 mm dia pipe Hsr item no. 2.93.10

12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) Hsr item No.11.8.1

Applying priming coats with primer of approved brand and manufacture,having low VOC (Volatile Organic Compound ) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre hsr item no. 11.69.2

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge., all works above plinth level upto floor IV level cement content @330 Kg./cum HSR 6.25.2

Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: Cement mortar 1:3 (1 cement: 3 coarse sand) as per HSR No 15.6.1

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, Thermo-Mechanically Treated bars of grade Fe-500D or more. HSR 6.33.6

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead as per direction of Engineer-in-charge as per HSR No 5.53.2 (above 600 mm dia) already exise at site 5 Mtr length

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 old HSR No. 5.7.1 (d) (In Mud Mortar) dry brick pitching +mud masonary

Mud mortar Cement mortar 1:4 (1 cement : 4 coarse sand) Cement mortar 1:4 (1 cement : 4 fine sand).HSR item no.7.18+(7.20.1-7.4)@Rs. 526+(4341-2748)=2119

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in side slope using paver including curing and deducting cement sand slurry 14.10.1.2. I/C template +Scafolding and form work.

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3fine sand):Hsr item No.11.25.1

12 mm cement plaster of mix 1:3 (1 cement: 3 fine sand) Hsr item No.11.5.2

10 mm cement plaster of mix 1:5 (1 cement: 5 fine sand)

Providing 150 micron polythene sheet under sleeper

Laying 150 micron polythene sheet under sleeper

Filling expansion joints, with special impervious hot pour, 12.5 mm wide HSR ITEM NO. 6.58

Painting two coats excluding priming coat with synthetic enamel paint in allshades on new wood work or metallic or plastered or concrete surfaces to give an even shade Hsr item no 11.78

Centering and shuttering including strutting, propping etc. andremoval of form forFoundations, footings, bases of columns, etc. formass concrete Hsr item No. 6.30.1

Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm) Hsr item no.11.93.1

Lettering with black Japan paint of approved brand and manufacture Hsr item No. 11.113

Filling brick-bats in crates, and hand-packing by mechanical/ mannual mean

Providing & laying 80mm thick ISI marked interlocking perior blocks

Credit of Material Brick recovered after dismantling @ 880/- Per Cum

Old Steel @ 2500/- Per Qtl.

REMOVING NP-3 Pipe

Earth of Diverson.

M/S Navdeep Singh and Co.

PARMIL KUMAR

jaipal singh s/o sardara singh