Laying of pipeline and construction of box culvert from RD 80200- 90300 of Khanpur Distributary

Amount

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. (Depth 0 -3 m)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. (Depth 3 m to 6 m)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump RCC Grade M25 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 With Batching Plant, Transit Mixer and Concrete Pump

Cold twisted detormed (Ribbed/ Tor steel) 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 binding placing in position complete

RCC/PSC Grade M40 for t-beam & SlabWith Batching Plant, Transit Mixer and Concrete Pump height upto 5m

Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

Cement Conc. 1:4:8 with brick ballast Mannul mix

Cement Conc. 1:2:4 for bed mannul mix

First class brick masonary 229 mm thick with cement sand mortar 1:3 in foundation & plinth

12.50 mm thick plaster with cement mortar 1:3 on bed & top of side walls

12.50 mm thick plaster with cement mortar 1:3 on side walls

Centring & shuttering for concrete faces as per item (9.1) of CSR 2020

RCC slab 1:2:4 with 80 kg steel per cum

Providing & fixing of Jungla & Main hole complete as per CSR 2020 item No. (18.4) 100 Kgs @ 9140 /- per qtl.

Providing & placing of Steel foot steps complete as per CSR 2020 Item No. (29.35)

Provind lowering precast concrete NP-2 plain end pipes and collar with reinforcement, in trenches to correct gradient and alighnment, cutting of reinforcement cement concrete plain end pipes. Stringing in trenches, joining end and fixing collar with cement mortor 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients,levels etc. complete in all repects. RCC Pipe NP-2(600mm).

Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

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

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

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

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth

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

12.5 mm thick cement plaster 1:2 + Cement rendering on plaster 1mm thick

Cold twisted deformed (Ribbed/ Tor Steel 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 placing in position complete

Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in- charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD). B)500mm i/d RCC Manhole cover with frame. (b) Heavy Duty

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, lowering, cutting & jointing salt glazed stone ware pipes and specials ISI marked as per IS: 651-2007 class Sp-1 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc., cutting of concrete beds and joints holes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching, haunching and envelopes are completed including jointing of pipes and specials in trenches, using cement sand mortar 1:1 and best spun Jute yarn as per IS:1887, finishing and trowelling of each joint at an angle of 45 degree with the longitudinal axes of pipe, watering, keeping the joint covered and wetted till the same are cured, testing the sewerage line for leakage and making all leakages and defects good as laid in the contract specification, chipping and finishing the cut surface to uniform finish to the entire satisfaction of engineer-in-charge Including all cartage etc complete in all respects.

Providing, lowering, cutting & jointing salt glazed stone ware pipes and specials ISI marked as per IS: 651-2007 class Sp-1 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc., cutting of concrete beds and joints holes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching, haunching and envelopes are completed including jointing of pipes and specials in trenches, using cement sand mortar 1:1 and best spun Jute yarn as per IS:1887, finishing and trowelling of each joint at an angle of 45 degree with the longitudinal axes of pipe, watering, keeping the joint covered and wetted till the same are cured, testing the sewerage line for leakage and making all leakages and defects good as laid in the contract specification, chipping and finishing the cut surface to uniform finish to the entire satisfaction of engineer-in-charge Including all cartage etc complete in all respects.200 mm i/d pipes

Providing, lowering, cutting & jointing salt glazed stone ware pipes and specials ISI marked as per IS: 651-2007 class Sp-1 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc., cutting of concrete beds and joints holes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching, haunching and envelopes are completed including jointing of pipes and specials in trenches, using cement sand mortar 1:1 and best spun Jute yarn as per IS:1887, finishing and trowelling of each joint at an angle of 45 degree with the longitudinal axes of pipe, watering, keeping the joint covered and wetted till the same are cured, testing the sewerage line for leakage and making all leakages and defects good as laid in the contract specification, chipping and finishing the cut surface to uniform finish to the entire satisfaction of engineer-in-charge Including all cartage etc complete in all respects.100mm i/d pipe

Extra for Complicated floors

Exacavation in trenches with straight or open cutting in strrets, lanes or in open area with 3D/JCB or excavator including manuaaly dressing bed, trimming sides & side slopes for sewers ans manholes to full depths as shown in drawings, including, dressing to correct sections and dewatering, provsion for diversion for traffic/protection of existing sevices i.e telephone cables, electric lines, water supply lines & gas lines etc, night signals, profiles, pegs, site rails, boning rods, watching etc, fixing & maintenance of caution board, fencing, refilling trenches, watering, ramming & restoration of surface to orignal level & removal of surplus spoil from the site of works, upto one chain (15mtr) compelete in all respcts

Exacavation in trenches with straight or open cutting in strrets, lanes or in open area with 3D/JCB or excavator including manuaaly dressing bed, trimming sides & side slopes for sewers ans manholes to full depths as shown in drawings, including, dressing to correct sections and dewatering, provsion for diversion for traffic/protection of existing sevices i.e telephone cables, electric lines, water supply lines & gas lines etc, night signals, profiles, pegs, site rails, boning rods, watching etc, fixing & maintenance of caution board, fencing, refilling trenches, watering, ramming & restoration of surface to orignal level & removal of surplus spoil from the site of works, upto one chain (15mtr) compelete in all respcts-For depth not exceeding 3 m B.G.L

Exacavation in trenches with straight or open cutting in strrets, lanes or in open area with 3D/JCB or excavator including manuaaly dressing bed, trimming sides & side slopes for sewers ans manholes to full depths as shown in drawings, including, dressing to correct sections and dewatering, provsion for diversion for traffic/protection of existing sevices i.e telephone cables, electric lines, water supply lines & gas lines etc, night signals, profiles, pegs, site rails, boning rods, watching etc, fixing & maintenance of caution board, fencing, refilling trenches, watering, ramming & restoration of surface to orignal level & removal of surplus spoil from the site of works, upto one chain (15mtr) compelete in all respcts-For all classes of soil except Rocky

Carriage of coarse sand & bajri 0-6km

Carriage of coarse sand & bajri 6-40km

Carriage of coarse sand & bajri 41-60km

Carriage of coarse sand & bajri 61-150km

Carriage of coarse sand & bajri 151-242km

Carriage of fine sand 0 km to 6km

Carriage of fine sand 6-40KM

Carriage of fine sand 41-60 KM

Carriage of fine sand 61-70km

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. For pipes 100 to 250 mm Diametre

Providing & fixing timbering on face of trenches if required for sewers and manholes for item no. 29.4 & 29.5 irrespective of the depth , measuring each timbered surface of trench on which timbering is doneFor trench having width up to 1.0 meter

Providing & fixing timbering on face of trenches if required for sewers and manholes for item no. 29.4 & 29.5 irrespective of the depth , measuring each timbered surface of trench on which timbering is doneFor trench having width up to 1.0 meter to 2 Mtr.

Extra for disposal of surplus spoils/ earth earth if any beyond 15 metre as covered in item No. 29.1 to 29.5

Providingand laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS1239) B Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete 15mm i/d

Providingand laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS1239) B Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete 20mm i/d

Providingand laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS1239) B Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete 25mm i/d

Providingand laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS1239) B Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete 50mm i/d

Providingand laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS1239) B Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete 100mm i/d

loading /unloading of malba

Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M 50 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63-2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in Charge

Provind lowering precast concrete NP-2 plain end pipes and collar with reinforcement, in trenches to correct gradient and alighnment, cutting of reinforcement cement concrete plain end pipes. Stringing in trenches, joining end and fixing collar with cement mortor 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients,levels etc. complete in all repects. RCC Pipe NP-2(150mm).

Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in Charge.

Supplying, Fitting and Placing un coated HYSD bar Reinforcement in Foundation complete as perDrawingandTechnical Specifications.

Any Other Items

BALJIT SINGH GILL (BID ID -602005)

MANINDER PAL SINGH (BID ID -602114)