Laying of pipe line for village Garhi to Rampura NP3, 3.00 feet dia pipe for protection of agriculture land

Amount

Earth work excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 150 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 1.5 m, as directed by Engineer-in -charge all kind of soil. HSR item No. 4.12.1. @ Rs. 87.00 per cum.

Excavating trenches of required width for pipes cable etc. E/C excavation for sockets and dressing of sides, ramming of bootoms depth up to 1.50 mtrs. Including getting out the excavated soil, and then returning the soil as required in layers not exceeding 20 cm depths, including consolidating each deposited layers by ramming, watering directed, with a lead of 50 mtrs. ( for pipes cable etc for 900 mm dia (HSR item No. 4.16.1.3 Drive@ 96.00x1.5= Rs, 144.00 per mtr.

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand) HSR item No. 7.22.1 @ Rs. 4135.00 per cum

providing and laying in position cement concrete of specified grade excluding the cost of centering & shuttering 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate ) 20 mm nominal size HSR item No. 6.1.4 @ Rs. 3260.00 per cum

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, drasing of sides and bottom and back filling with approved material as per clause 304 of MORT&H specification ordinary soil depth above 6 mtr as per HSR item No. 15.1.2.3 @ Rs. 123+ 10% = Rs.135.30 per cum

Providing and laying in position Cement concrete 1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded sone aggregate of 40 mm size excluding the cost of centering and shuttering below plinth level and up to floor IV level ( cast in situ). complete in all respect as per HSR item No. 6.1.6 @ Rs. 2735.00 per cum

Steel reinforcement for RCC 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 Thermo-Mechanically Treated bars of grade Fe-500D or more. Note:-Reinforcement shall be measured in length including hooks, if any, separately for different dia meters as actually used in work, excluding wastage,overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. HSR item No.6.33.6 @ Rs. 68.00 Per kg.

Providing lowering cutting jointing & tasting RCC pipes class NP3 as per IS 458-2003 with spigot and sockets joints manufactured with ISI mareked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiturmenent as reuired as site into tranches for all depths and laying out the same to correct allingment gradients and levels including drassing and trimming ansd cutting of concrete beds and side of tranches, if required jointing with rubber rings in tranches and jointing with 1:3/2 cement sand motar and with end dowels filled with 1:3/2 cement sand motar and finishing with joints at an anles of 45 degree with faces of spigots of sockets joints cutting and funishing the cut surface to a uniform finishetc. as fully discribed in item no 21.38,item 21.44, item 21.45 & item 21.46 including cartage loading and unloading complete in all respects. the internal diameter of sewer being 900 mm as per HSR item no.21.95.8 @ Rs. 4065 per mtr

providing and laying non presure NP2 class RCC pipes with collers jointed with stiff mixture of cement motar 1:2 (1 cement 2 fine sand) including testing of joints etc complete 300 mm dia RCC pipe as per HSR item no. 22.168.4@Rs. 653 per mtr

MS plates, angels, chennels etc including febrication as per HSR unique code B0979 @ 90/Kg

supplying and packing graded gravels in bore well of size as per ISI 4097, as ammended upto date (grade A) and specification atteched with this schdule of item of work. The gravel should be freeb from dust, dirt or vegitables matters. Packing to be done from the housing pipes to the bottom of liner all arround in the bore and will be placed after linear and houseing pipes have been lowered and suitable clamped. thickness and size of the gravels packing will be designed and directed by the engineer- in -charge strictly as per relivent ISI as per HSR item no. 20.99 @ Rs.1558.00 per cum

Providing & laying in position Cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) in foundation and plinth excluding the cost of centering and shuttering complete all work below plint level and upto floor IV level respect as per HSR 6.1.2 @ Rs. 3892.00 per cum

Providing and laying in position Reinforced cement concrete 1:2:4 (1cement 2 course sand Zone-III, 4 graded stone aggregte of 20 mm nominal size ) excluding cost of centering & shuttering, finishing &reinforement up to plinth level complete in all respect as per HSR 6.14.2 @ Rs.4339.00 per cum

Laying fillet/gola in 12mm thick cement plaster of mix 1;4 (1 cement 4 fine sand) (HSR Item No.11.5.3) @ Rs. 94.00 per sqm

SURENDER SINGH