Const. of SGF and Allied Civil Works for 220 KV Railway Bay at 220 KV S/S Ghubaya.

Amount

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.

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

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 1:6:12 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 1:4:8 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 centering 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 centering and shuttering in superstructure .

Filling of brick bats in well shaft

First class burnt work laid in cement sand mortar 1:7 in foundation and plinth

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

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth

First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 metres above plinth level.

115mm thick brick wall laid in cement mortar 1:4 without reinforcement 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 1:4

12.5 mm thick cement plaster 1:5

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

20mm thick cement plaster 1:5 in two coat work

Painting two or more coats with anticorrosive bitumastic Paint to give an even shade

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position :FLATS

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. Above 20mm dia bars

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.

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

Water Bound Macadam Grading II Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications

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.

Boring for hand-pump in clay fitting strainer and pipe.Above 75mm dia bore but not exceeding 100mm.Exceeding 15 m but upto 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 pipe of 10 Kgf. / sqcm

Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design

Providing and fixing in position gratings 150mm x 150mm for gully trap.- H.C.I. grating including painting with black bitumastic superior paint of approved manufacture three coats.

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

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 - T1 & T2 - type (2'-8"x1'-6")

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")

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 - P - type (3'-4"x1"-6")

P & F of 3 BHP NON Clog Pump

P & F of barbed wire in 4 rows

P & F of wire netting mesh

Painting two coatsof aluminium paint+ priming coat

Supplying and spreading of crushed stone3/4" nominal size(20mm) in 3" (75mm) thick layer over PCC flooring in the switch yard area marked or as per directions of Engineer-in-Charge.

Fixing of Template along with foundation bolts as per Drg.

PCC Flooring 1:5:10 complete

Cement Slurry of cement to sand ratio 1:6 with cement content not less than 150kg/100sqm

P & F Angle Iron Posts

Dismantling of Quarters, Roadsmand Boundary Wall

Cutting of Trees (Sisham)

Cutting of Trees (Kikar)

Cutting of Trees (Safaida)

Cutting of Trees (Muskat)

Cutting of Trees (Drek)

Cutting of Trees (Fulkat)

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 MOHAN KE UTTAR COOP L AND C SOCIETY LTD

M/s M S BUILDERS

PAUL AND COMPANY

BHARPUR SINGH

VIKESH KUMAR CONTRACTOR

P K TRADERS

P K TRADERS

PAUL AND COMPANY

VIKESH KUMAR CONTRACTOR

BHARPUR SINGH

THE MOHAN KE UTTAR COOP L AND C SOCIETY LTD