Construction of 2 No. 20MVA 66/11 KV T/F Plinth and allied civil works at 220 KV S/S Hoshiarpur.

Amount

Recovery of brick bats

Earth work in excavation in foundations, trenches etc. In all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches , stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including diposal of all surplus soil as directed within a lead of 30 metres.

Dismantling brick work tile, masonry or tile lining : In cement

Dismantling cement concrete plain1:2:4 mix

Scraping: Bricks dismantled from brick work in lime or cement.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc

Centering and shuttering for columns (Square or rectangular or poly gonal in plain)

Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Cement concrete 1:4:8 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

Cement Concrete 1:6:12 with stone aggregate 40mm gauge(mixing by mechanical means using concrete mixer volumetric type)

Cement concrete 1:5:10 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

Cement Concrete 1:2:4 with stone ballast or shingle (mixing by mechanical means using concrete mixer volumetric type)

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Extra for using needle vibrator where not included in the rates .

First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth .

115mm thick brick wall laid in cement mortar 1:4 without reinforcement in foundation and plinth .

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth

Conglomerate floor 25mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material

Conglomerate floor 50mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material

12.5 mm thick cement plaster 1:3

12.5 mm thick cement plaster 1:5

20 mm thick cement plaster 1:4 in two coat work

Base plates of 235*220*12mm under MS Rail

RS Joists/MS Rail (Labour Rate)

MS Cleats 65*65*6mm

Cold twisted detormed (Ribbed/ ToR S teel Bar) Bars (Fe 500 grade as per IS 1786-1985) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete.

Mild steel requirement for RCC work where not including the complete rate of RCC including bending, binding and placing in position complete in all respects.Up to 20mm dia bars

Welding by gas or by electric plant, including carriage to and from workshop etc

Brick on end edging

Boring for hand-pump in clay fitting strainer and pipe. Above 75mm dia bore but not exceeding 100mm.

From 0 to 15 m

Exceeding 15 m but upto 30 m.

Exceeding 30 m.

Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.110mm o/d PVC pipe of 4 Kgf. / sqcm

Providing and fixing RCC manhole covers only 455 x 610 mm rectangular RCC man hole cover only as per ISI: Heavy duty

Providing, lowering, cutting & jointing salt glazed stone ware pipes and specials ISI marked as per IS: 651-2007 class Sp-1 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc., cutting of concrete beds and joints holes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching, haunching and envelopes are completed including jointing of pipes and specials in trenches, using cement sand mortar 1:1 and best spun Jute yarn asper IS:1887, finishing and trowelling of each joint at an angle of 45 degree with the longitudinal axes of pipe, watering, keeping the joint covered and wetted till the same are cured, testing the sewerage line for leakage and making all leakages and defects good as laid in the contract specification, chipping and finishing the cut surface to uniform finish to the entire satisfaction of engineer-in-charge Including all cartage etc complete in all respects.200mm i/d pipe

Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:-Overall size 6sq.mm (2Core) Armoured (Loose)

Supplying and fixing of non clog pump of 3BHP

Fixing of Template along with foundation bolts as per Drg.

P & F MS 12.8mm dia 300mm long anchor bolts as per drawing

Supplying hoisting of Ferro cement trench cover frame of size given below made of MS flat 50X3mm with 6mm dia bars with 9/2" and 9"C/C welded to flat with lifting hooks as per drg. no C/W DS-2537 R5 and CW/DS 2420 R3 complete Trench Cover T-4 Type ( 2’-6” x 1’-9”)

Supply , Hoisting & plaicng of ferro cement trench covers,frames of size given below made of MS Flat 50x3 mm with 6mm dia bars at 4.5 "and 9"welded to flat with lifting hook as per Drg No CW/DS2537 R5 and CS/DS2420 R3 Complete - T3 - type (2'-2"x2'-2")

P&F M.S Cable Racks made OF M.S Angle Iron for various size of 50x50x6 mm complete as per dwg

Providing and fixing MS Angle iron nosing made out of 50x50x3 angle and flat 25x3 mm 600mm c/c wt 2.56 kg/mtr. complete in all respects

Recovery of bricks

Disposal of surplus earth/debris

Spreading of gravel

PCC Flooring 1:5:10

Earthfilling

Cement Slurry

Extra Carriage of materials & diff. of rates of material- Cement

Extra Carriage of materials & diff. of rates of material- Steel

Extra Carriage of materials & diff. of rates of material- Crushed bajri 13.2mm

Extra Carriage of materials & diff. of rates of material- Fine sand

Extra Carriage of materials & diff. of rates of material- Bricks

Extra Carriage of materials & diff. of rates of material- Crushed bajri 11.2mm

Extra Carriage of materials & diff. of rates of material- Coarse Sand

Extra Carriage of materials & diff. of rates of material- Stone metal 40mm

Bidder Name

Amount in Words

THE QADIAN MOHALLA AKALGARH COOP LABOUR AND CONSTRUCTION SOCIETY LIMITED

INDO ENGINEERING WORKS

PAUL AND COMPANY

INDO ENGINEERING WORKS

THE QADIAN MOHALLA AKALGARH COOP LABOUR AND CONSTRUCTION SOCIETY LIMITED