08/PR/BSPGCL/2026

Earth work in excavation in foundation trenches or drains(not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming ofbottoms, lift upto 1.5 m . including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil

Dismantling barbed wire or flexible rope in fencing including making roll:; and stacking within 50 metres lead.

Dismantling steel work in built up sections without dismembering and stacking within 50 metres lead

Dismantling precast concrete or stone slabs in walls , partition walls etc. including stacking within 50 metres lead. Thickness above 40 mm upto 75 mm

Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead:

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Providing designation 100 A one brick flat soling joints filled withn local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Boring,with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pilecap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles

Providing and laying in position specified grade of reinforced cement concrete excluding the cost ofcentring,shuttering,finishing and reinforcement-All work puto plinth level1: 1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement. 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size)

Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). + Add for providing richer mixes respectively at all floor levels. Providing M-20grade R.C.C instead of M-15 grade R.C.C.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete

Centring and shuttering including strutting,propping etc. and removal of form for. Lintels, beams, plinth beams, griders, bressumers and contilevers.

Columns,Pillars, Piers, Abutments, Posts and Struts

Brick work with bricks of class designation 100A in foundations and plinth Brick work in superstructure above plinth level upto floor V in Cement mortar 1:4 (1 cement : 4 coarse sand )

12 mm cement plaster of mix: 1:4(1 cement :4 coarse sand)

20 mm cement plaster of mix: 1:4(1 cement :4 coarse sand)

Applying one coat of cement primer of approved brand and manufacture on wall surface Cement primer

Finishing walls with water proofing cement paint of aproved brand and manufacture and of required shade to give an even shade New work (three or more coats)

Supplying STEEL ANGLES (50*50*6)

Labour for cutting of M.S. angle iron post to required length, one end splitted as fish tailed in a length of 150mm complete as per building specification and direction of E/l.

Drilling 6mm Dia. In M.S. angle iron for fixing of staples etc. as per building specification and direction of E/l.

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.)/ Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats)

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

Un-Skilled Labour

Carriage of materials

Difference cost of materials

Total

A) Add 18% Less 12% GST

Name of the Contractor

Address of the Contractor

EMAIL ID

MOBILE NO.

I/we offer in Figures……. in words………………… % (Percentage) High / Less/Estimated rate as mentioned in the Bill of quantity

In word

Seigniorage fee

B) Seigniorage Total

Total(A+B)

Say Total

Note : 1.The rate for seigniorage fee calculation shall be firm and doesn't affacted by the percentage rate(Below/Above) quoted for BOQ. 2.This sheet is protected. Bidders are advice to fill Name, adress, contact details & qouted percentage rate in colored cell & upload the filled document/ financial bid over website while filling the tender online.