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| 1 | Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 .as per Technical Specification clause 301.5 |
| 2 | Supply of Empty cement bags of good quality (as per Prayagraj schudule page no. 48 Item no. 1) |
| 3 | In Empty cement bags of good condition (plastic) field with local sand including fitting and stiching staking at site of work.(as per Prayagraj schudule page no. 48 item no. 2) |
| 4 | Supply of Poly Proprence (ISI Mark) at Bhogoan village, Mathura including all taxes complete work. (P.P.Rope) Polypropyleneron. |
| 5 | Supply of Nariel rope of approved quality at Husainpur village, Sitapur including all taxes complete work |
| 6 | Supply of Mallahi Nail |
| 7 | Supply of eucliptus balli 150 mm dia as per prayagraj schedule page no 48 item no. 35 i) |
| 8 | Supply of eucliptus balli 100 mm dia as per prayagraj schedule page no 48 item no. 35 ii) |
| 9 | Supply of eucliptus balli 120 mm dia as per prayagraj schedule page no 48 item no. 35 iii) |
| 10 | Wood for burning ( as per Sitapur Khiri schedule page no 63 item no 3) |
| 11 | Supply of large bamboo of 7.50 cm dia including cartages and all local taxes etc complete (as per Priyagraj schedule pageno 48 item no 13 ) |
| 12 | Supply of large bamboo of 5.00 cm dia including cartages and all local taxes etc complete (as per Priyagraj schedule pageno 48 item no 14 ) |
| 13 | Supply of wire nail including cartridge and all local taxes etc complete (as per Prayagraj schedule page 48 itemno 11) |
| 14 | Local shifting of panton with 500 M with the help of crane (Asper Pryagraj schedule page no 51 item no. 1B ) |
| 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 Prayagraj schedule pageno 51 item no 2 |
| 16 | Carrying of pantoon pair from place of anchoring in D/S side of bridge to the aligment of bridge in water and fixing the same with other pantoon pair and refixing the same the bridge aligment(as per prayagraj schedule pageno 51 item no 3 ) |
| 17 | Sinking of Pantoon to obtain the proper gradient as laid in dry bed/ shallow water in the allegement of Pantoon Bridge as per direction of E/I as perPrayagraj schedule page no 51 item no 5 |
| 18 | Laying and fixing of RS Joist (5.25 MT )on Pantoon Bridge including loading unloading labour T & P and all taxes etc |
| 19 | laying and fixing of sal sleeper on Pantoon Bridge including loading unloading labour T & Pand all taxes etc |
| 20 | laying and fixing of chequered plate on Pantoon Bridge including loading unloading Labour T&P and all Taxes etc |
| 21 | Laying and fixing of railing post on Pantoon Bridge including loading unloading labour and T & P and all taxes etc |
| 22 | Supply of sign board of size 4X3 including Cartage and ail local taxes etc complete |
| 23 | Lattering and painting of sign board of size 4X3 as per Prayagraj (as per schedule page no 48 item no 24 ) |
| 24 | Making Barrier of both side of Pantoon Bridge with Ballies |
| 25 | Watch and ward of Material (Chaukidar)For Pantoon Bridge |
| 26 | Bundling with the help of 10 cm horizontal ballies and 15 cm vertical ballies@50 cm c/c ballies and fixing below 1.00 to 3.00 m of water level and placing sand filled bag up to 30 cm above (as per prayagraj schedule page no 48 item no 28 ) |
| 27 | Maintenance of Pantoon Bridge (as per prayagraj scheduled page no 51 itemno 15 ) |
| 28 | Supply and fixing of wooden crate (with sand filled bag) of wooden crate of equiliptus 2.80 X1.80 X1.80 m size made of 8 cum ballie including cost of Labour T & P material (as per prayagraj schedule page no 48 item no 29A ) |
| 29 | Dismantling and carriage of chequered plates from bridge deck and approach road (as per prayagraj schedule pageno 47 item no 3 ) |
| 30 | Extractionof hard steel railing wire of 10 mm dia ( as per Prayagraj schedule page no 47 item no 4 ) |
| 31 | Dismantling and carriage ofsal edges(as per prayagraj schedule pageno 47 item no 7 ) |
| 32 | Dismantling and carriage ofsal sleeper (as per prayagraj schedule pageno 47 item no 8 ) |
| 33 | Dismantling and carriage of railing posts(as per prayagraj schedule pageno 47 item no 6 ) |
| 34 | Dismantling and carriage of RS Joist (as per prayagraj schedule pageno 47 item no 9 ) |
| 35 | Carrying of pantoon pair from place of anchoring in D/S side of bridge to the aligment of bridge in water and fixing the same with other pantoon pair and refixing the same the bridge aligment(as per prayagraj schedule pageno 51 item no 3 ) |
| 36 | Anchoring of pantoon pair at Husainpur sidde in D/S side of river with additional Hulage as per (as per prayagraj schedule pageno 51 item no 3 a) |
| 37 | Carriage & Laying of Sal Sleeper including (loding unloding ) Cost of Carriage from Central store & decking on the bridge as per direction of E/I |
| 38 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the.All kinds of soil. (SOR 2.8.1) For Chaukidar HUT |
| 39 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size) (SOR 4.1.8) For Chaukidar HUT |
| 40 | Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (SOR 6.1.2) For Chaukidar HUT |
| 41 | Brick work with common burnt clay (non modular) bricks of class -150 in superstructure above plinth level up to floor V level in all shapes and sizes in :: Cement mortar 1:6 (1 cement : 6 coarse sand)(SOR 6.4.2) For Chaukidar HUT |
| 42 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers (SOR 5.9.5) For Chaukidar HUT |
| 43 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.(Labour only) (SOR 5.22.6) |
| 44 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). Linter for Door (SOR 5.3) |
| 45 | Galvonised Steel Wire Basic Rate As per DSR 1029. |
| 46 | (Painting Steel Works) Painting or vanishing on iron works in small areas or new wood work with one coat of ready mixed priming paints & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc. required for proper completion of work. paint to be used should confirm to the I.S.I. No 103-1950 Chap 15 (sehdu- 641+642) . |
| 47 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces. (SOR 10.5.1) |
| 48 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) (SOR 13.1.2) |
| 49 | One priming coat and one coat of oil distemper on new work including supply of all material, labour & T&P etc. required for proper completion of the work. (SOR Chap-15, 649+650) |
| 50 | GI Pipes & Fittings 65 Mm |
| 51 | GI Pipes & Fittings Short Wall 50Mm |
| 52 | 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 (Chap 12 SOR 12.1.1) |
