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| 1 | 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), 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. As per Code No. 2.8.1 |
| 2 | Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift :As per DSR Code No. 2.3.1+2.4+2.5 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) As per DSR Code No. 4.1.11 |
| 4 | 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 pile cap etc, all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap): 300 mm dia DSR Code 30.3.1 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). As Code No-5.1.2 |
| 6 | Centering and shuttering including stutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. As per DSR Code No- 5.9.1 |
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Above Plinth Level. As per Code No-5.2.2 |
| 8 | 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)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Level. As per Code No-5.3 |
| 9 | Centering and shuttering including stutting, propping etc. and removal of form for Lentels, beams, plinth beams, girders, bressumers and cantilevers, As per DSR Code No- 5.9.5 |
| 10 | Centering and shuttering including stutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access plateform. As per DSR Code No- 5.9.3 |
| 11 | Centering and shuttering including stutting, propping etc. and removal of form for Columns, pillars, piers, abutments, posts and struts. As per DSR Code No- 5.9.6 |
| 12 | Steel reinforcement for R.C.C. work ready to use \"cut and bend\" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete in Thermo-Mechanically Treated bars of grade Fe-500D or more. As per Code No.- 5.22 B.1 |
| 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand). As per DSR Code No- 6.1.2 |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of Class designation 7.5 in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:6 ( 1 cement : 6 coarse sand ). As per Code No 6.4.2 |
| 15 | 12 mm thick cement plaster of mix 1:6 ( 1 cement : 6 fine sand ) As per Code No 13.1.2 |
| 16 | Pointing on brick work or brick floor with cement mortar 1:3 (1cement: 3 fine sand) Flush/ Ruled/ Struck pointing. As per Code No. 13.31.1 |
| 17 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) As per Code No-13.46.1 Two Coats |
| 18 | S/F RCC pipe 450 mm dia NP-3 i/c collar/ spigot socketed type joint hume pipe As per SOR material Sr No. 12 |
| 19 | Honey-comb brick work 10/11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement: 4 coarse sand). DSR Code 6.23 |
| 20 | Fencing With G.I. barbed wire with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used.. DSR 16.17.1 |
| 21 | Steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. In grantings, frames, guard bar, ladder, railing, brackets, gates and similar works as per Code No. 10.25.2 |
| 22 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture DSR 13.48.3 |
| 23 | Excavation in foundation in ordinary soil (loam clay or sand ) includig lift upto 1.50 metre and lead upto 30 metre . Including filling watering & ramming of excavated earth into the trenches of into the space between the building & the sides of foundation trenches or into the plinth & removal & disposal of surpluse earth as directed by the Engineer incharge upto a distance of 30 m from the foundation trenches. (Excluding Royality Rs. 30 ) As per S.I. No. 251 Excluding GST |
| 24 | Concrete with 40mn gauge B/B, fine sand of 1.25 FM and Cement in proportion of 12:6:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. SI.N0.273 |
| 25 | M-150 Brick work in 1:4 cement & fine sand (1.25 F.M.) mortar morter in foundation and plinth including supply of all materials, labour & tools & plants etc. required for proper completion of the work. Excluding GST. SI No. 305 |
| 26 | Provoiding and Laying of 2.50 cm thick PCC 1:2:4 (Without Base Concrete) With cement coarse sand and 20 mm gauge stone grit incluidng all. As per PWD Allahabad SOR SI. No. 601(A) |
| 27 | Provoiding and laying of Rubber Moulded Reflective Zig-Zag 80mm thick tiles of precost compressed C.C. Passing miniumum 30mpa compressive strength-ISI Marked concrete block pavements having thickness 80 mm as per technical specification clause 1504 |
| 28 | Supply&fixing of sign board |
| 29 | As per order of Joint Secretary G.O. No. G-1877 Dated 21-02-2025 and Director-cum-Chief Engineer U.P. R.E.D. Lucknow Letter No. 801 Dated 03-03-2025 Deduction of 5% for Competetive Price Efficiency |
| 30 | Add GST 18% Please Enable Macros to View BoQ information |
