Mandi anandnagar me pump house ke aproach hetu interlocking,nali ki repair,nali cover,mandi me apf no2 ke charo aur apron,nali tak cc se road ka karya,RCCnali,mandi anandnagar me shes antrik road hotmix se dhrikaran,sachiv office ki boundry nirman.

Earthwork in excavation in trenches for foundation in ordinary soil including lift up to 1.5m, lad up to 30m and dressing and ramming of bottom and within a distance of 50.m.S.I. No. 251

Concrete with 4 cm. brick ballast fine sand nd cement in proportion of 12:6:1 in foundation and under floor and including supply of II material labour and T&P etc required for proper completion of the work. (Sl. No. 273)

R.C.C. work with cement, approved coarse sand and 2 cm. gauge approved stone grit in proportions of 1:2:4 in slab excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (Sl.No. 284).

Class 150sub class 'A' brick work in 1:4 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 305

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).

Concrete with 4 cm. Sukrut stone ballast ,chopan coarse sand of and cement in proportion of 8:4:1 including supply of all material labour and plants etc required for proper completion of the work. (Sl. No. 281).

Earth filling in plinth including carted earth from distance 5-km. from the site of work including watering ramming and dressing etc. In 20cm. Layers required for proper completion of the work as per direction of E/l. (Sl. No. 253A+Cartage.).

Cement Concrete with 2 cm gauge Dala stone ballast chopan coarse sand of and cement in the proportion of 4:2:1 including supply of all materials labour and T&P etc. S.I NO- 279A

WBM G-2(inter coat) Providing and Laying spreading and compacting stone aggregates of specific sizes 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 and 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

WBM G-3 Providing and Laying spreading and compacting stone aggregates of specific sizes 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 and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required density as per technical specification clause 405

Providing and Laying of mechanically, compressed,interlocking rubber mold cement concrete block pavement having thickness 80mm manufactured by high pressure & controlled vibration machine of OPC cement mixed with 25% marble powder with minimum 5 mm thick topping Having compressive strength not less them 30 MP including cost of all material labour T&P leveling and dressing of surface to required level and slope spreading and moisting 30mm thick local sand including filling joints for proper completion of the work including all type of taxes T.T etc. as per drawing and Techical specification MORD-1504

Laying C.C Road consisting of 1:1.5 :3 ciment coarse sand approved 20 mm gauge stone Gritt over prepared subgrade after its rectification bringing it to proper completion to the work as pr S.I. No. 773 A

Supply and Laying of Polythene of 125 micron thickness

Road cutting by mechanical enquipment with all complete work.

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)

Floating coat with net cement 3.00 mm thick

R.C.C. work with cement, approved coarse sand and 2 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. (Sl.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. (Sl.No. 289)

R.C.C. work with cement, approved coarse sand and 2 cm. gauge approved stone grit in proportions of 1:2:4 in Plinth beam excluding supply of reinforcement and its bending but including its fixing and binding, wire and including necessary centering & shuttering etc. (Sl.No. 282).

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+309+310)

M.S or Iron work in Heavy Size work such as in rain forced concrete or rain forced brick work wrought to required shapes etc. S.I No- 503

Finishing walls with acrelyck paint with weather coat 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) .

Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg / sqm using mechanical means. As per technical specification clause 502 including cost of bitumen emulsion (SS-1)

Providing and applying tack coat with bitumen (VG-10)using bitumen pressure distributor at the rate of 0.4kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503 including cost of bitumen (VG-10)

Providing & laying 5Cm thick dence graded bituminous macadam 100-120 TPH batch type Hot mix plant produing an average output of 75 tonnes per hours using crused aggregates of specified grading premixed with bituminous binder@ 4.00 to 4.50% by weight of total mix and filler, transported to hot mix to work site,Laying withe a hydrostatic paver finisher withe sensor control to the required grade, level and alignment,rooling with smooth wheeled,vibratory and tandem roolers to achives the desired compaction as per morth specification clause 507 complate in all respect.

Providing & laying 3Cm thick bituminous Concrete with 100-120 TPH batch type Hot mix plant produing an average output of 75 tonnes per hours using crused aggregates of specified grading premixed with bituminous binder@ 5.4 to 5.6 5% of mix and filler, transported to hot mix to work site,Laying withe a hydrostatic paver finisher withe sensor control to the required grade, level and alignment,rooling with smooth wheeled,vibratory and tandem roolers to achives the desired compaction as per morth specification clause 509 complate in all respect.

Brick edging on both sides of the road of first class bricks 8.0cm (3") wide and 12cm (4.5") deep laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing ramming the excavated earth as directed by the E/I as per SI No 765

P/F of A.C Sheet Strip 6 mm Thick in C.C Floor.

(05 Years Maintenance charges for CC Road + Interlocking total cost 88.20 lac @ 2.50 % )