Improvement/development of Decanting and storage facility of HSD oil in Ajmer Group of Workshop.

as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. // All kinds of soil 2.8.1 56.00 cum 260.30 14576.80 5.47 15374.15 Description:- EARTH WORK // General // Earth work in excavation by mechanical means

width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. // All kinds of soil. 2.25 10.00 cum 196.00 1960.00 5.47 2067.21

trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 4.1.3 5.00 cum 7878.50 39392.50 5.47 41547.27 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in

up to plinth level : // 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 4.1.5 4.80 cum 7294.70 35014.56 5.47 36929.86 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in

up to plinth level : // 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 4.1.8 14.70 cum 6812.00 100136.40 5.47 105613.86 C WS-AJMER-ENGINEERING/NORTH WESTERN RLY Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in

up to plinth level : // 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 7.1.1 42.00 cum 7311.25 307072.50 5.47 323869.37 Description:- STONE WORK // RANDOM RUBBLE MASONRY // Random rubble masonry with hard

coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : // Cement mortar 1:6 (1 cement : 6 coarse sand) 4.2.3 0.80 cum 9895.20 7916.16 5.47 8349.17 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters,

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: // 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 5.35 2.15 Quintal 733.50 1577.02 5.47 1663.28

extra cement in the items of design mix over and above the specified cement content therein. 5.33.1.1 1.50 cum 9504.75 14257.13 5.47 15037.00 Description:- REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland

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, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works upto plinth level // Concrete of M25 grade with minimum cement content of 330 kg /cum 5.33.2.1 5.00 cum 9860.40 49302.00 5.47 51998.82 Description:- REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland

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, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works above plinth level upto floor V level // Concrete of M25 grade with minimum cement content of 330 kg /cum 5.9.3 20.00 Sqm 927.25 18545.00 5.47 19559.41

including strutting, propping etc. and removal of form for // Suspended floors, roofs, landings, balconies and access platform 5.9.5 30.00 Sqm 736.40 22092.00 5.47 23300.43

including strutting, propping etc. and removal of form for // Lintels, beams, plinth beams, girders, bressummers and cantilevers 5.22.6 200.00 Kg 107.85 21570.00 5.47 22749.88 Description:- REINFORCEMENT CEMENT CONCRETE // STEEL REINFORCEMENT // Steel

binding all complete upto plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. 5.22A.6 500.00 Kg 107.85 53925.00 5.47 56874.70 Description:- REINFORCEMENT CEMENT CONCRETE // STEEL REINFORCEMENT // Steel

binding all complete above plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. 7.2.1 18.00 cum 9275.45 166958.10 5.47 176090.71 Description:- STONE WORK // RANDOM RUBBLE MASONRY // Random rubble masonry with hard

cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. // Cement mortar 1:6 (1 cement : 6 coarse sand) 7.4.1 1.04 cum 956.00 994.24 5.47 1048.62 17 C WS-AJMER-ENGINEERING/NORTH WESTERN RLY 17 Description:- STONE WORK // RANDOM RUBBLE MASONRY // Extra for random rubble masonry with hard stone in : // Square or rectangular pillars 4.3.2 2.00 Sqm 842.50 1685.00 5.47 1777.17 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Centering and shuttering

(any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. 10.14.2.1 5.00 Metre 611.75 3058.75 5.47 3226.06 Description:- STEEL WORK // General // Providing and fixing pressed steel door frames conforming to IS: 4351,manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section

mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike- plate and shock absorbers as specified and applying a coat of approved steel primer after pre- treatment of the surface as directed by Engineer-in-charge: // Profile C // Fixing with adjustable lugs with split end tail to each jamb 9.21.1 2.52 Sqm 2392.65 6029.48 5.47 6359.29 Description:- WOOD AND P.V.C. WORK // FRAMES AND TRUSSES // Providing and fixing ISI

construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: // 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 9.27.1.2.1 4.00 Sqm 5045.85 20183.40 5.47 21287.43 Description:- WOOD AND P.V.C. WORK // FRAMES AND TRUSSES // Providing and fixing wire

directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : // 35 mm thick shutters With ISI marked stainless steel butt hinges of required size // Second class teak wood 9.46.2 10.00 Metre 393.25 3932.50 5.47 4147.61 Description:- WOOD AND P.V.C. WORK // MISCELLANEOUS-WOOD WORK // Providing and fixing

brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : // 20 mm dia 9.96.1 1.00 Each 303.25 303.25 5.47 319.84 Description:- WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL

coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : // 300x16 mm 9.96.2 1.00 Each 260.60 260.60 5.47 274.85 Description:- WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL

coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : // 250x16 mm 10.11.1 150.00 Kg 131.05 19657.50 5.47 20732.77 Description:- STEEL WORK // General // Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash

including priming coat of approved steel primer, but excluding the cost of other fittings, glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). // Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 9.100.1 1.00 Each 66.25 66.25 5.47 69.87 Description:- WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL

less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : // 125 mm 9.100.2 1.00 Each 59.55 59.55 5.47 62.81 Description:- WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL

less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : // 100 mm 9.101.2 1.00 Each 72.35 72.35 5.47 76.31 28 C WS-AJMER-ENGINEERING/NORTH WESTERN RLY 28 Description:- WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. // Twin rubber stopper 10.17 2.00 Each 226.00 452.00 5.47 476.72

dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. 11.16.4 16.00 Sqm 1386.80 22188.80 5.47 23402.53 Description:- FLOORING // TILE FLOORING // Precast terrazzo tiles 22 mm thick with graded

with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) : // Ordinary cement without any pigment 9.22.1 2.52 Sqm 478.00 1204.56 5.47 1270.45

flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) // On one side only 11.5 16.00 Sqm 1056.15 16898.40 5.47 17822.74 Description:- FLOORING // General // 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

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 manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 12.41.2 10.00 Metre 377.40 3774.00 5.47 3980.44 Description:- ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall face

ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. //

12.42.1.2 1.00 Each 136.15 136.15 5.47 143.60 Description:- ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall face

conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Coupler // 110 mm 12.42.5.2 2.00 Each 150.35 300.70 5.47 317.15 Description:- ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall face

conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Bend 87.5 degree // 110 mm bend 12.42.6.2 2.00 Each 131.85 263.70 5.47 278.12 Description:- ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall face

conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Shoe (Plain) // 110 mm Shoe 12.43.2 5.00 Each 371.30 1856.50 5.47 1958.05 Description:- ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing unplasticised -PVC

hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. //

of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 13.41.1 150.00 Sqm 185.65 27847.50 5.47 29370.76 41 C WS-AJMER-ENGINEERING/NORTH WESTERN RLY 41 Description:- FINISHING // INTERIOR FINISHING // Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : // New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 13.44.1 48.00 Sqm 116.90 5611.20 5.47 5918.13

paint of required shade : // New work (Two or more coats applied @ 3.84 kg/10 sqm) 16.18.1 1000.00 Metre 22.10 22100.00 5.47 23308.87 Description:- ROAD WORK // FENCING // Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall

diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. // With G.I. barbed wire 16.19 500.00 Kg 125.75 62875.00 5.47 66314.26

including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. 22.14.1 0.80 cum 8042.30 6433.84 5.47 6785.77

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () B-NS items 1466.00 Below/P ar NS1 50.00 RM 29.32 1466.00 AT Par 1466.00 Description:- 25mm dia medium class PVC pipe with accessories as per under specification. For conceiled electrical wiring:-ISI marked, medium class, PVC conduit of size 25mm dia ,wall thickness

shall be cream/white colour or other colour as approved by the site engineer. The PVC conduit shall be properly fixed with the help of MS clamp, J hooks as per the instruction of site supervisor and should have necessary junction boxes, elbows as per requirement.