09/PR/JUSNL/2026-27

Work Name < Work for repair of slope protection and extension of random rubble stone masonry retaining wall at 400kV PVUNL - Patratu bays (ckt - 01 & 02) inside 400KV switchyard area at 400/220 KV G.S.S.Patratu >

e-NIT No.- 09/PR/JUSNL/2026-27

Name of the Firm / Company

Sl. No. Item of Work Quantity Unit Rate Amount

1 Earth work in excavation in foundation trenches in ordinary soil all complete as per approved design, building specification and direction of E/l. 413.28 M3

2 a) Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed fully completed and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M same Qty. as item no. (1) 413.28 M3

2 b) Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)+ Extra for each subsequent lead upto 25 M beyond the initial lead of 50 M ( Maximum upto 150M lead by head load) as per specification and direction of E/I. 113.75 M3

3 Providing local sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm all complete as per building specification and direction of E/l (Mode of measurement compacted volume). 69.55 M3

4 a) Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. 456.64 M2

4 b) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 66.98 cum

5 a) Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. 175.07 cum

5 b) Providing randam rubble stone masonry in CM (1:6) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. 168.2 cum

6 Providing designation 75A brick work in C.M (1: 4) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. 84.92 cum

7 Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. 933.11 sqm

8 Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. 933.11 sqm

9 Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete, 600mm dia RCC Pipe 18 rm

10 Dismantling R.C.C. work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. 11.69 cum

11 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 11.69 cum

12 Providing Tor steel reinforcement of 10mm , 12mm, 16mm dia rods as per approved design and drawing excluding carriage of M.S. bars to work site cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per specification and direction of E/I.10mm dia bar 0.000 MT

13 Providing tuck pointing in cement on stone masonary (1:3) cement on brick work with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. 367.89 sqm

14 Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding , curing and taxes all complete as per building specification and direction of E/I. 367.89 sqm

a) Foundation 127.94 sqm

b) Band at plinth beam 3.9 sqm

16 Carriage Of Materials to work site etc all complete job.

a) Cement + rod (S/R-15 Km) 85.72 MT

b) Coarse Sand (Lead K/R-1 km+ S/R-39 Km) 295.13 M3

c) Stone chips (Lead K/R-1 km+S/R- 29 Km) M3

d) Boulder (Lead U/R-1 km+S/R- 39 Km) 343.27 M3

e) Brick (Lead U/R-1 km+S/R- 29 Km) 49317 Nos

GST amounting in Rs

Add 1% Labour Cess

Amount in words:-

Note :- Only fill in Blue coloured block.