Construction of boundary wall around the acquired land at the new Mandi site, Chaubepur, construction of 02 gates and gate pillars and construction of a new painted road by shifting the already constructed painted road situated in the middle of mandi

Excavation in foundation in ordinary soil O including lift up to 1.5 meter lead up to 30 meter including watering and ramming of excavated earth into plinth and removal and disposal in surplus earth as directed by the E/I. up to a distance of 30M from the foundation trenches. (S.1.251)

Concrete with 4cm gauge stone ballast fine sand and cement in proprotion 1:4:8 in foundation and under floor including supply of all materials labour T & P etc.required for proper completion of the work as per (S.I. 275)

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) Si No 5.3 Page no 18

R.C.C. work with cement, approved coarse sand and 4 cm. gauge approved stone grit in proportions of 1:2:4 in raft foundation excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (SI.No. 287).

R.C.C. work with cement, approved coarse sand and 2 cm. gauge approved stone grit in class in R.C.C columns i.e proportions of 1:1.5:3 excluding supply of the reinforcement and its bending, but including its bending the same with 24 BWG GI bending wire and also including providind and fixing necessary centering & shuttering and its removal after completion of the work & supply of all other material labour and tools and plants etc. (St.No. 2). Si 104 289

M.S. (tor steel or plain) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend hooks, and authorized overlapping shall be measured and including cost of binding wire. (Sl. No. 504)

Class 150sub class 'A' brick work in 1:6 cement and coarse sand of 2:25 fineness modulus mortar in foundation ad plinth including supply of all materials labor and T and P etc. required for the proper completion of the work S.I. No 305A

M-150 Brick work in 1:4 cement & C/sand in super stracture including supply of all materials labour tools & plants etc. required for completion of the work. (SL.No. 305-43091310)

12 M.M. thick cement plaster 1:4 cement and coarse sand mortar over brick work including supply of all material labour and T&P etc. required for proper completion of the work. bolow plinth level.(Sl.No. 584).

Finishing walls with acrelyck paint with weather coat water proof cement paint of approved make & quality with two coats snowcem over a priming coat of water proofing cement paint of approved make such as super snowcem durrocem supper quality of required shade on undercoated wall surface to give and even shade. (Sl. No. 660+661)

Cement concrete with 4 cm guage stone ballast coarse sand & cement in proportion of 12:6:1 in foundation or under floorincluding supply of all material labour T&P etc required for proper completion of work(273)

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: 5.1.2 1:1%:3 (1 cement: 1% coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal Size 5.1.2 Page no 17

M-150 Brick work in 1:4 cement & C/sand in foundation including supply of all materials labour tools & plants etc. required for completion of the work. (SL.No.

Mild steel or iron work of heavy sizes such as built up gates record rack roof work gates etc brought to required form including drilling holes revitting or welding where necessary and also including supply of steel bolts nuts wastage etc and their fixing reqrired for proper completion of th completion of th work

Painting or varnishing or iron work in small reas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quailty ready mixed paint of cleat synthetic varnish including supply of all material T&P etc. required for proper completion of the work. SI No.641+642

Earth work in cutting or in embankment in ordinery soil excavation to be done form of regular pits not exceeding ½ m. in depth and work embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m. lift and 30 m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m. direction as directed by the Engineer-in-charge(S.I. N0- 253a)

Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401

Providing, laying , spreading and compacting 45-63 stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per Technical specification clause 405.

Providing, laying , spreading and compacting 22.4-53 mm stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per Technical specification clause 405.

Providing and applying Primer coat ( low porosity) with Bitumen emulsion (SS-1) on prepared granular base including cleaning of road surface and spraying primer @ 0.70 Kg/sqm using mechancial means as per Technical specification. Clause 502

Providing and applying tack coat with Bitumen VG-10 at the rate of @ 0.35 Kg on prepared bituminous. surface cleaned with Hydraulic broom as per Technical specification clause.503

Providing and laying and rolling of open graded premix carpet 20 mm thickness composed of 13.2 mm 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat of either type A or type B or type C as per Technical specification clause 508.

Providing and applying seal coat sealing the voids in a bituminous surface laid to the specified level grade and cross fall using Type C as per Technical Specification clause 510

Brick edging on both side of road with M-150 class bricks on edge 3” wide and 4-1/2” deep laid with mud mortar finished to the required temples in proper alignment & also dressing the excavated earth and diredted by Engineer- in- charge. Ch No. 20. 765

Brick soling with straight over burant bricks laid on edge and dry including preperation of subgrade to prescribed camber and including supply of bricks filling joints with local earth spreading a blinding coat of 1 cm depth of local earth over the entire including labour and T&P etc.required for proper completion of the work ch 26 S.I No. 21 mord 412(4.18)

Providing and fixing of reflective sign board with 1.6 mm thick m.s.sheet coverd with 50x50x6 mm angle iron around the plate on M.S pole 100 mm dia with wall thickness of 7.10 mm weight 20 kg per meter and painting & writting latter of bord as per drawing.

Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop standing tree at adjacent to road wherever cutting of branches of tree, shurb and trimming of grass and weeds etc mentioned in GO No. 55 12022/187/23-9-2022-02 Nabard / 2021 Dt 28.04.20022 & Enc lettere no 14 BDD-1 (NH)/40 MT-11/ 2024dated 03.01.2024 subjected to approval from Govt. Maintence of Ist year after completion of work @ Zero % of total work amount of Maintainance of first Year (@ 0.00% of Total Work Amount of PC Area)

Maintainance of Fourth Year Total work amount of Pc work

Maintainance of Fifth Year Total work amount of Pc work

Note:- CGST and SGST as per applicable.

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