Const of addl 12 5MVA TF Plinth and allied civil works at 220 kv SS Doraha

Amount

CSR ITEMS

Earth work in excavation in all kinds of soil not exceeding 2.0mtr. depth i/e dressing in bottom and sides of trenches & subsequent filling around masonary in 15cm layers. CSR-6.6

Earth filling under floors with surplus ordinary soil CSR- 6.8 ai

Dismantling PCC 1:6:12 CSR-8.6 a

Dismantling of PCC flooring 1:5:10 CSR-8.6d

Dismantling of B/W in cement mortar CSR-8.5b

Dismantling of CC 1:2:4 CSR-8.6d

Dismantling of RCC CSR-8.6e

Centering & Shuttering for faces of concrete foundation & foundation beams & plinth Beams (vertical or Battering)CSR-9.1

Shuttering for Walls CSR-9.2

Centering & Shuttering for columns (rect / square or polygonal in plain ) CSR-9.4

Centering & Shuttering for flat surfaces CSR-9.8

PCC 1: 6: 12 with 40 mm stone aggregate CSR-10.8bii

PCC1: 5: 10 with 40mm stone aggregate CSR-10.8

Cement concrete 1: 2: 4 with stone ballast or shingle CSR-10.12

RCC M-20 mechanically mixed,vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in fdn. And plinth CSR-10.15

RCC M-20 mechanically mixed,vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in s/s CSR-10.20

Respreading of collected Gravel CSR-10.30

Extra for vibrator used by contractor at his own cost CSR-10.47

Ist class burnt brick work laid in cement sand mortar 1:6 in foundation & plinth CSR-11.3

Ist class burnt brick work laid in cement sand mortar 1:5 in foundation & plinth CSR-11.5

115mm thick brickwork 1:4 in fdn.CSR-11.35

Conglomerate floor (1:2:4) 50mm thick CSR-14.7

Conglomerate floor (1:2:4) 25mm thick CSR-14.5

12.5 m thick CP 1:3 CSR-15.8

12.5 m thick CP 1:4 CSR-15.9

12.5 m thick CP 1:5 CSR-15.10

20 mm thick CP 1:4 CSR-15.20

20 mm thick CP 1:5 CSR-15.21

Base Plates of 235x220x12mm under MS rails@900 c/c (NS)

RS Joist/MS Rail 90ibs CSR-18.1 a

Supply of MS cleats 65x65x6mm (NS)

Steel work in flat etc. for cable racks of MS Flat 75x6mm CSR-18.1b

12mm dia anchor bolts300mm long with washers CSR-18.15

P&F stopping arrangement for transformer wheel consisting of 2nos. MS Flat 40x6mm,150mm long forged tip closely with 3nos. 12 dia 75mm long bolt with nut and washer (NS)

Cold twisted deformed (ribbed/ tor steel) Bars, for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. CSR-18.18

Prov.brick on end edging -Providing & laying of bricks on end edging 6.83 cm wide 11.11 cm long & 22.86 cm high,half brick deep incluiding excavation refilling & disposal of surplus earth up to 50 mtr complete as per Pb. PWD Specification CSR-24.16

Extra carriage of Cement (beyond 5 kms) AOR

Extra carriage of Steel (beyond 5 kms) AOR

Extra carriage of F.Sand (beyond 5 kms) AOR

Landing rate including extra carriage and difference of rate of coarse sand AOR

Landing rate including extra carriage and difference of rate of Stone metal 40mm AOR

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

Landing rate including extra carriage and difference of rate of crusher 11.2/10mm AOR

Extra carriage of Bricks (beyond 5 kms) AOR

Disposal of surplus soil excavated from CC/RCC fdsn i/c loading unloadiing & disposal up to 0.5 km - 1.00 km CSR-4.1+5.2i

Cost of disposal of building rubish,debris,malva,etc. CSR-4.1+5.2i

Fixing of templates along with fdn. Bolts as per drawing (NS)

Trench-T1,T2 Size 3'-4" x 1'-6" (NS)

Trench-T-4 Size 2'-6" x 1'-9" (NS)

Trench P Type Size 1.00x0.45 (NS)

P & F MS angle nosiing 50x50x3mm with MS flat 40x6x150mm long cleats @ 1.20 mtr c/c (NS)

P&F MS angle nozing 50x50x6mm with holdfasts (NS)

P&F of various size cable racks (NS)

PCC flooring 1:5:10 using 20mm gauge stone agg. Including carriage and total rate of coarse sand and crusher and shuttering (AOR)

Applying cement slurry on PCC flooring i/c extra carriage rate of F.sand (AOR)

Supplying & spreadiing of gravel 3/4" nominal size (20MM) in 3" ( 75 MM) thk. Layer in S.Yard area as per directions of engineer incharge i/c levelling & dressing & removal of grass at site (AOR)

Notes: -

The rates are exclusive of GST. GST as applicable shall be paid extra.

These rates are thorugh rates but excluding cost of cement and steel as these shall be given free of cost by the department.

At the time of final billing,the merit position w.r.t actual work done shall be prepared again and if the merit position of L-1 contractor changes,his total payment shall be restricted to the revised L-1 cost and the final payment to the contractor shall be restricted to the revised minimum cost.

Works regulation (PSEB) shall be part of the tenders/DNIT

For any other item,Which is not covered shall be allowed on the same pattern as per A.O.R approved by the department

G.S.Construction Co.

NARINDER SINGH