Sujanganj Madiyahu Kerakat Sultanpur Marg ke Chaudikaran and Sudridikaran Ka kary

Amount

Excavation for road work in soil with hydraulic excavator of 1.00 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Including all T&P, labour cess etc. but excluding G.S.T.)

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 motor grader at OMC, and compacting with Soil campactor roller to achieve the desired density, complete as per MORT&H Technical Specification Clause 401. For Widening (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with Soil campactor roller to achieve the desired density. As per Technical Spec. Clause 406 For Widening (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with Soil Compactor Roller to achieve the desired density. with 3.5% Emulsion and 1% OPC cement. (Including cost of all material, T&P, Labour, all taxes and labour cess etc but Excluding G.S.T. )

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing and applying tack coat-1 with VG-10 using pressure distributor at the rate of 3.50 kg. per 10sqm area on the prepared bituminous / granular surface cleaned with mechenical broom . complete as per Clause 503 of MORTH Specification (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing and laying Dence Graded Bituminous macadam Gr-2 with 100-120 TPH batch type HMP producing an avarage output of 75 tonnes per hour using crushed aggergates of specified grading, premixed with bituminous binder(VG-40) @ 4.50% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth to achieve the desired compaction as per MORTH Specification Clause 507 complete in all respects including cost of all material, labour T&P etc as per directed by Engineer-in-charge. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing and applying tack coat-2 with VG-10 using pressure distributor at the rate of 3.00 kg. per 10sqm area on the prepared bituminous / granular surface cleaned with mechenical room . complete as per Clause 503 of MORTH Specification (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing and laying bituminous concrete Gr-2 with 100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with VG-40 @ 5.40% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Construction of sub grade and earthen shoulder with approved material obtained from Roadway Cutting with all lift, lead & transporting to site spreading to required slope and compacting to meet requirement of table 300.2(Including all material, T&P, labour cess etc. but excluding G.S.T.)

Construction of sub grade and earthen shoulder with approved material obtained from barrow pits with all lift, lead (1000m) & transporting to site spreading to required slope and compacting to meet requirement of table 300.2 Cartage earth from barrow pits 1 Km length. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Plain cement concrete M15 in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundationand compacted by vibration including curing for 14 days foundation. For U-Drain (Including all material, T&P, labour cess etc. but excluding G.S.T.)

RCC Grade M20 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. For U-Drain (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Supplying, fitting and placing HYSD bar reinforcement in Foundation complete as per drawing and technical specifications For U-Drain (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Earth work in excavation in foundation of structures as per drawing and technical specification including setting out construction of shoring and bressing of sides and bottom, back filling the and excavated earth to the extent required utilising the ramaining earth locally for road work in widening portion. For Box Culvert (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Granular filling including cost of materials cartage upto site loading unloading all taxes etc. complete for culvert. For Box Culvert (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Plain cement concrete M-15 with 4 cm gauge stone ballast coarse sand & cement in the proportion 6:3:1 in foundation including supply of all material labour T&P etc required for proper completion of work as per Morth specification 408. For Box Culvert (Including all material, T&P, labour cess etc. but excluding G.S.T.)

R.C.C. work with M-20 grade cement concrete in proportion of 1:1.5:3 including supply of all material labour T&P etc required for proper completion of work in slab & walls. For Box Culvert (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Mild steel or iron in plain work such as in R.C.C. work including bending for proper completion of work & including supply of steel as per technical spification For Box Culvert (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Supply and fixing of P.V.C. pipe 110 mm dia approved quality for weep holes of water spout. For Box Culvert (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Stone Boulder pitching 25-60 kg including cost of materials cartage up to site loading, unloading stacking all taxes etc. complete. As per Morth Analysis. For Box Culvert (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Re use of desmental material obtaind from existing culvert for back fill of abudment and wing wall @57.90x63.74%=36.90 Cum For Box Culvert (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Dismantiling brick work in line or cement mortar and including stacking of materials as directed by the engineer in charge within a distance of 60 metres as per Sl no 692 For Box Culvert (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Dismantiling RCC work including stacking of dismantled materials as directed by EI as per SI No 694 For Box Culvert (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Supply and fixing of 1000mm dia HP NP3 including collars/spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 Cement : 2 find sand) Including testing of join. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing & Laying brick on edge soling over burnt bricks including preparation of sub grade to prescribed camber filling joint with local earth over entire surface and including labour, T&P etc complete work. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

MS SANTOSH PRAKASH SINGH AND KAMPANY PRIVATE LIMITED

M/S ANMOL ASSOCIATES

JAI SHAKTI CONSTRUCTION

ganga sagar singh