Construction of Pantoon Bridge on Mahrajganj Drain in Gram Sabha Kachnawan Block Deeh in Distt. Raebareli

Carriage of Pontoon including loading, unloading but excluding sincking.

Carriage of Sal Sleeper including loading, unloading but excluding sincking.

Carriage of Sal Edging including loading, unloading but excluding sincking.

Carriage of R.S.Joist including loading, unloading but excluding sincking.

Carriage of Chequered Plate including loading, unloading but excluding sincking.

Supply of Iron Anchor. As per Kumbh Mela SOR No. 42 Page 14

Carriage of Railing Post including loading, unloading but excluding sincking.

Supply of 10 mm dia wire rope including CP and cartage upto site but excluding GST. As per Kumbh Mela SOR No. 40 Page 14

Supply of 20 mm dia wire rope including CP and cartage upto site but excluding GST. As per Kumbh Mela SOR No. 40 Page 14

Supply of railing wire clamp cartage and all local taxes included. As per Kumbh Mela SOR No. 10 Page 13

Supply of mallahi nail/wire nail of 15cm to 30cm long. As per Kumbh Mela SOR No. 15 Page 13

Supply of Polypapline rope (ISI MARK) of 32 mm including cost of material cartage up to site and also including all taxes. As per Kumbh Mela SOR No. 39 Page 14

Supply of ordinary Polypapline rope (ISI ) 28 mm including cost of material cartage up to site and also including all taxes. As per Kumbh Mela SOR No. 39 Page 14

Supply of Narial Rope/Lacchi. As per Kumbh Mela SOR No. 12 Page 13

Supply of Calcutta Sutli. As per Kumbh Mela SOR No. 4 Page 13

Supply of M.S. Washer of 30 mm x 20 mm. As per Kumbh Mela SOR No. 5 Page 13

Supply of Nut Bolt 30 x 300 mm size cartage & all local taxes included. As per Kumbh Mela SOR No. 6 Page 13

Supply of Nut Bolt 30 x 150 mm size cartage & all local taxes included. As per Kumbh Mela SOR No. 7 Page 13

Supply of Nut Bolt 16 x 300 mm size cartage & all local taxes included. As per Kumbh Mela SOR No. 8 Page 13

Supply of U-clamp with nut cartage & all local taxes included. As per Kumbh Mela SOR No. 9 Page 13

Supply of eucliptus balli 6". As per Kumbh Mela SOR No. 35a Page 14

Supply of eucliptus balli 5". As per Kumbh Mela SOR No. 35b Page 14

Supply of eucliptus balli 4". As per Kumbh Mela SOR No. 35b Page 14

Empty cement bags of good condition (plastic) filled with local sand including filling, stitching, stacking at site of work. As per Kumbh Mela SOR No. 2 Page 13

Supply of wire Nails. As per Kumbh Mela SOR No. 11 Page 13

Shifting of Pantoon- Local shifting of pontoon within 500 m with the help of crain. As per Kumbh Mela SOR No. 1(b) Page 15

Carriage and laying of R.S. joist including loading, unloading cost of carriage from store complete in all respect as per direction of E/I. As per Kumbh Mela SOR No. 9 Page 17

Carriage and laying of Sal Sleeper including loading, unloading cost of carriage from store complete in all respect as per direction of E/I. As per Kumbh Mela SOR No. 5 Page 17

Carriage and laying of Sal Edging including loading, unloading cost of carriage from store complete in all respect as per direction of E/I. As per Kumbh Mela SOR No. 7 Page 17

Carriage and laying of Railling Post including loading, unloading cost of carriage from store complete in all respect as per direction of E/I. As per Kumbh Mela SOR No. 11 Page 17

Carriage and laying of Chequered Plates including loading, unloading cost of carriage from store complete in all respect as per direction of E/I. As per Kumbh Mela SOR No. 3 Page 17

Carriage and laying of Iron Anchor including loading, unloading cost of carriage from store complete in all respect as per direction of E/I. As per Kumbh Mela SOR No. 13 Page 17

Supply of wooden anchor (2.40x1.80x3.10) with 10 and 15 cm euclyptus Balli. As per Kumbh Mela SOR SI No.-26(a) Page 13

Supply of wooden anchor (2.40x1.80x3.10) with 10 and 15 cm euclyptus Balli as per direction of engineer incharge. (only labour). As per Kumbh Mela SOR SI No.-26(b) Page 13

Fixing of railing post in position including making 16mm dia 25cm deep hole with the help of generator and drill machine over sleeper and all sal edging before fixing the railing post with help of 300x16 mm size nut and bolts at 1.25mtr c/c including. As per Kumbh Mela SOR SI No.-08 Page 15

Fixing of railing wire through hole of railing post and hole of vertical post and making wire stay of each rows and tightened with the help of stay clamps including making of hole in vertical ballies post (labour only) As per Kumbh Mela SOR SI No.-16 Page 15

Carrying of Pantoon pair from the place of anchoring (down stream side of bridge) to the alignment of bridge in water and fixing the same with other Pantoon pair and refixing the same in bridge alignment. As per Kumbh Mela SOR SI No.-3 Page 15

Sinking of Pantoons to obtain the proper gradient as laid in dry bed /shallow water in the alignment of Pantoon bridge as per direction of E/I. As per Kumbh Mela SOR SI No.-5 Page 15

Dragging the Pantoon from dry bed to the river water and making pair and anchoring them in the down stream side of Pantoon bridge. As per Kumbh Mela SOR SI No.-2 Page 15

Making stay on both side of Pantoon bridge with the help of 20mm /10mm wire rope (labour only) As per Kumbh Mela SOR SI No.-36 Page 14

Making 14mm dia elliptical hole in chequred plates (Labour rate only). As per Kumbh Mela SOR SI No.-2 Page 12

Boat with mallah with large boat. As per Kumbh Mela SOR SI No.-22 Page 13

Repair of old damaged pantoons with 6mm thick M.S. plates including cutting of damages portion of pantoons with gas outter, including cutting, molding of labour, T&P etc. required for proper completion of work.

Two coat painting of railing post including paint and labour etc. As per Kumbh Mela SOR SI. No. -31 Page 14

Cartage of man hole cover and fitting on pantoons. As per Kumbh Mela SOR SI. No. -32 Page 14

Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300.2 with lead up to 1000m as per tech

Carrying and spreading of kansa poola 5 cm thick over bridge road way before filling of 7.5 cm thick kapsa soil including cartage of kapsa soil from a distance of 1.00 km, On either side of bridge & spreading ramming and dressing the surgace as per direction As per Kumbh Mela SOR SI No.-15 Page 15

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Maintience of chequered plate road Three row Chequered plate road As per Kumbh Mela SOR SI No.-19(v) Page 16

Labour for pantoon maintenance

Painting of Pantoon (per Pantoon area 88.31 sqm.) Painting with black anticorrosive bitumastic paint of approved brand and manufacture to give an even shade. Two or more coats for new work. DSR-13.65.1

Cartage of different smaller material such as rope, nut and bolts etc. As per Kumbh Mela SOR No. 16 Page 13

Dismantaling and carriage of Pantoon including loading, unloading cost of carriage from site to store complete in all respect as per direction of engineer incharge. As per Kumbh Mela SOR SI No.-2 Page 17

Opening of the M.S. plate and Nut Bolt ('U' clamps) from chequered plate (labour rates only). As per Kumbh Mela SOR SI No.-1 Page 12

Extraction of 10mm dia/20mm dia wire rope wira from railing post and making roll. As per Kumbh Mela SOR SI No.-4 Page 12

Dismantling and carriage of Sal Edging including loading, unloading cost of carriage from site to store complete in all respect as per direction of engineer incharge. As per Kumbh Mela SOR SI No.-8 Page 17

Dismantling and carriage of Sal Sleeper including loading, unloading cost of carriage from site to store complete in all respect as per direction of engineer incharge. As per Kumbh Mela SOR SI No.-6 Page 17

Dismantling and carriage of Railing post including loading, unloading cost of carriage from site to store complete in all respect as per direction of engineer incharge. As per Kumbh Mela SOR SI No.-12 Page 17

Dismantling and carriage of R.S. joist including loading, unloading cost of carriage from site to store complete in all respect as per direction of engineer incharge. As per Kumbh Mela SOR SI No.-10 Page 17

Cartage of different materials after dismentalling such as nut & bolt wire rope, P.P. rope etc, from river to store. As per Kumbh Mela SOR SI No.-12 Page 12

Anchoring of Pantoon

Dismantling and carriage of Chequred plate including loading, unloading cost of carriage from site to store complete in all respect as per direction of engineer incharge. As per Kumbh Mela SOR SI No.-4

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M10 grade with minimum cement content of 220 kg /cum (DSR-4.20.1.1)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR-6.1.1)

Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) (DSR-4.10)

Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. (DSR-2.38)

12 mm Cement Plaster of mix 1:4. As per DSR 13.1.1

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

1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources).

52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Providing and fixing plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with Second class teak wood

Finishing Wall with Water Profing Cement Paint of Required Shade New work 2 or more coats applied @ 3.84 kg per 10sqm as per DSR 13.44.1

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR-10.2)

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m² (DSR-12.1.1)

(5.9) Centering and shuttering including strutting propping etc and removel of form for- Lintels, Beams, plinth beams, Girders, Bressumers and Cantilevers. (DSR-5.9.5)

Barbed Wire Fencing

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