GS Road SH 93 Ke Km 41 se sahijana via khandevra marg ke km 2 se baraula link road par 5x4 mtr span ke rcc culvert ka nirman karya

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of si

Providing concrete for plain concrete in open foundation complete as per drawings & technical Specification Clause No. 802,803,1202 & 1203.

Brick masonary work in 1:3 cement mortar in foundation complete excluding pointing & plastering as per drawing and Technical Specification clause 600,1202 & 1206

Brick Masonary work in Cement mortar 1:3 in Substructure complete excluding Pointing and Plastering as per Drawing and Technical Specification 602, 603, 1202 & 1204

Supplying, fitting and placing HYSD bar Reinforcement in super structure complete as per Drawing and Technical Specifications Clause 1002, 1010 and 1202

Drainage Spouts complete as per drawing and Technical specification Clause 1209

Providing & Laying Reinforced Cement Concrete in Deck Slab superstructure as per drawings, Technical specificaitons section 1500, 1700, 1800 & 2300 of MORT&H Specifications (2001) :

Pointing with Cement mortar (1:3) on brick work as per Technical Specification Clauses 613.3 and 1204

Plastering with Cement mortar (1:4) 15 mm thick on brick work as per Technical Specification Clauses 613.4 and 1204

Back filling of granular material (40 mm O.B.B.) behind abutment ,wing wall and return wall complete as per drawing and technical specification Clause 1204.3.8

Providing weep holes in brick masonary abutment ,wing wall and return wall with 110 mm diaP.V.C.Pipe extending through the full width of the structure with slope 1V: 20 H towards drawing face . complete as per drawing and technical specification. As per

(Approch Road :) Construction of embankment with approved material Obtained from borrow pits with a lift up to 1.50 m transporting to site spreading,grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000 m as per Techni

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm 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 and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density

Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm 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 and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density

Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means .

Providing and applying tack coat with bitumen VG-10 using bitumen pressur distributor @ of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydrualic broom as per Technical Specification Clause 503

Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 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 .

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type-C as Technical Specification Clause 511

(Diversion Work) 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

Brick soiling with straight over burnt brick laid on edge and dry brick edging on both sides including preparation of sub grade to required camber, filling joints with local earth spreading blinding coats 1 cm. deep of local earth including all labour T&P etc required for proper completion of work.As Per SI No 762(b)

Laying reinforced cement concrement pipe in double row including fixing collar but including excavation etc complete.

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