New Construction work of Lodhana Aligarh Border Mohan Baba Mandir Road

Sand Filling in foundation trenches as per drawing and technical specification clause 305.3.9 (As per mord Sl No. 11.2) & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Cement Concrete in Open Foundation complete as per drawing and Technical specifications Clause 802,803, 1202 & 1203. (PCC grade M-15) & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 800 & 1200 (PCC grade M-20) & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Providing and laying reinforced cement concrete in foundation as per drawing and technical specification Clauses 800 & 1200(V) (RCC grade M-25) & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Providing and laying reinforced cement concrete in substructure as per drawing and technical specification clauses 800 (RCC grade M-25) & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Providing and laying reinforced cement concrete in super structure as per drawing and technical specification clauses 800 (RCC grade M-25) & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Reinforced cement concrete M-25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification clause 800 and 1211 > (As per Mord Sl 13.12) & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Providing and Laying cement concrete wearing cource M-30 grade including reinforcement complete as per drawing and technical specification cluase 800 and 1206.3 & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications clauses 1000 and 1202 & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Supplying, fitting and placing TMT bar reinforcement in (Fe-415) in sub structure complete as per drawing and technical specification clause 1002,1005,1010 & 1202 & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Providing weepholes in brick masonary/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slope od 1(V):20(H) towards drawing face complete as per drawaing & technical specification clause 614, 709, 1204.3.7 (Asper Mord 12.9) & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Backfilling behind abutment, wing wall and return wall complete as per drawing & technical spefication Clause 1204.3.8 (As per Mord S.No. 12.10) & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

CULVERTS WORK Supply & Laying & Fixing of 350 mm dia NP-4 Class hume pipes in proper position & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Supply & Laying & Fixing of 600 mm dia NP-4 Class hume pipes in proper position & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Supply & Laying & Fixing of 900 mm dia NP-4 Class hume pipes in proper position & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Dewatering work of undergroung water as well as surface water with the help of diesel engine pumping set during earth work in excavation of foundation for laying lean concrete and brick work in foundation including cost of Boring charges @ 5 mtr c/c distance (or as required), hire chargeg of pumping set, fuel charges, labour and other T&P including cost of operation as per requierment at site & as directed by the Engineer-in-charge & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Providing and laying boulder apron for bad protection with stone boulder of minimum size & weight as per table 1300.1, no fragment weghinh less than 25 KG laid dry complete as per drawing & technical specification clause 1301 (As per Mord Sl 14.1) & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to requieredm slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical specification clause 301.5 & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Brick soling with bricks laid on edge complete straight overburnt bricks laid flat including preparation of subgrade to required camber and including supply of bricks, filling joints with local earth spreading a blind coat of 1cm (3/8") depth of local earth PI 5 to 7 or sand over the entire surface and including labours, T&P etc. required for proper completion of work. (AS per SOR Ch 5 SI No. 762(b) & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

ROAD WORK : Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to requieredm slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical specification clause 301.5 & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to requieredm slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical specification clause 301.5 & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Providing, laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material manually, mixing in place with rotavator and compecting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the place with rotavator and compecting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Providing and applying Tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm 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 ofType-C as per Technical Specification Clause 508 & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Providing, laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type 'C' as per Technical Specification Clause 510 & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

CC Work Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Local Earth) & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Costruction 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 & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Providing, laying, spreading and compacting stone aggregates of specific sizes(22.4 to 53 mm) 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 aggregates, watering and compacting to the required density grading 3 as per Technical Clause 405(3) & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

Construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification (approved Quarri grit) (CH-20, Sl.No.20) & Including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T.

2nd Year @ 0.75%

3rd Year @ 1.50%

4th Year @ 2.25%

5th Year @ 3.00%

2nd Year @ 0.25%

3rd Year @ 0.50%

4th Year @ 0.75%

5th Year @ 1.00%