Construction of civil works for 220 kv double bus bar and interconnecting 66 kv double bus bar of D1 and D2 including plinths for 2 no 160 MVA TF at 220 kv ss Dhandari Kalan Risk and cost against allotment order no 05_2019_20_TCW 35 dt 25_2_20

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 subaequent filling around masonry im35cm layers with compaction including disposal of all surplus soil as drected within a lead of 30 Mtr.

Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres

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

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

Cement Concrete 1:8:16 with 40mm gauge stone aggregate using concrete mixer volumetric type.

Cement Concrete 1:6:12 with 40mm gauge stone aggregate using concrete mixer volumetric type.

Cement concrete 1:5:10 with 40 mm gauge stone ballast using concrete mixer volumetric type.

Cement Concrete 1:2:4 with stone ballast or shingle using concrete mixer volumetric type.

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

Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated 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

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 1:4 in foundation and plinth.

115 mm 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 concrete mixer volumetric type.

Conglomerate floor 40mm thick cement concrete topping 1:2:4 using concrete mixer volumetric type.

Conglomerate floor 50mm thick cement concrete topping 1:2:4 using concrete mixer volumetric type.

12.5 mm thick cement plaster 1:3

12.5 mm thick cement plaster 1:5

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

Providing & Laying Earthing Flat

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete(Labour rate)

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

Compacting original ground below road crust Loosening, leveling and compacting original ground up to a level of 500mm below road crust, mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achieve minimum dry density as given in Table 300-2 for sub grade construction as per technical clause 305 of MORT&H specifications

Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications

Joint Sealing Compound Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications

Supplying & filling of good earth including laying the earth in 20 cm layers as per specifications,watering and rolling to specifications.

Supplying and Spreading of 20 mm size crushed stone in 75 mm thick layer over pcc flooring in the yard area.

Flooring of Cement Concrete 1:5:10 with crushed stone 20 mm size mechanically mixed laid in 75 mm thickness in blocks of size 3.0mx3.0m using shuttering complete in all respect including preparation of surface for laying concrete.

Providing & Laying of cement Slurry of cement to sand ratio 1:6 using cement content not less than 150kg per 100 Sqm area complete.

Extra carriage of material beyond 5.00 Km Cement

Extra carriage of material beyond 5.00 Km Steel

Extra carriage of material beyond 5.00 Km Fine sand

Landing rate including extra carriage and difference of rate of crusher 13.2/12

Landing rate including extra carriage and difference of rate of crusher 11.2/12

Landing rate including extra carriage and difference of rate of Stone ballast

Landing rate including extra carriage and difference of rate of Coarse sand

Landing rate including extra carriage and difference of rate of bricks

Fixing of Template along with foundation bolts as per drg.

P&F Cable Racks made out of MS flat 75x6mm or MS angle 40x40x5mm complete in all respects as per drawings

P&F MS angle nosing 50x50x3mm fitted with 6mm square bar on top and 6mm dia.150 mm long hold fastener at 60cm c/c complete in all respects for outdoor cable trenches

Supplying, Hoisting & placing of Ferro-cement trench cover,frame of size given below made of MS flat 50x3mm with 6 mm dia bars at 4-1/2'' and 9'' c/c T-2 TRENCH COVER 2'-8"X1'-6"

Supplying, Hoisting & placing of Ferro-cement trench cover,frame of size given below made of MS flat 50x3mm with 6 mm dia bars at 4-1/2'' and 9'' c/c welded to flat with lifting hook T-3 trench cover size 2'-2"x2"-2"

Supplying, Hoisting & placing of Ferro-cement trench cover,frame of size given below made of MS flat 50x3mm with 6 mm dia bars at 4-1/2'' and 9'' c/c T-4 trench cover size 2'-6"x1'-9"

Bidder Name

Amount in Words

MS RAKSHA CONSTRUCTION CO.

PAUL AND COMPANY

SURJIT SINGH AND SONS

MS RAKSHA CONSTRUCTION CO.

PAUL AND COMPANY