const. of dev. works at SHTC, Allahabad

Amount

Construction of C.C. Road

Ploughing the existing ground to a depth of 15cm. to 25cm. and watering the same As per DSR 2.29 including cost of all materials, labour, T&P etc. complete.

Construction of Level Pillars average 1.20m height or as directed by the Engineer in charge with brick work in 1:6 cement & coarse sand mortar, plastering with 1:6 cement mortar on road side face & top of pillar, Also including painting to demarcate thickness of each coat of metal including cost of all materials, labour, T&P etc. complete.

Earth work in Filling or in Embankment by ordinary soil excavation to be in the form of regular pits not exceeding 0.50M in depth and earth work in embankment in 20cm layers, including dressing and ramming the surface to the required slopes, gradients and levels and also including 1.5m lift & 30m lead. The earth from cutting to be used in making embankment or as a spoil bank with in 30m distance and also including cartage of earth from out side of Industrial Area. (CBR Value of earth to be used for filling should not be less than 8) including cost of all materials, labour, T&P etc. complete.

Preparation and consolidation of Sub Grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth,dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres including cost of all materials, labour, T&P etc. complete.

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density) including cost of all materials, labour, T&P etc. complete..

Construction of granular sub-base (GSB) by providing close graded Material confirming to specifications, mixing in a mechanical mix plant at OMC carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per specifications and direction of Engineer-in-Charge and also with material conforming to Grade-I / V (size range 75 mm to 0.075 mm ) having CBR Value-30 As Per DSR 16.78.1

Construction of dry lean cement (DLC) concrete subbase over a prepared subgrade with coarse and fine aggregate confirming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not toexceed 15:1, aggregate gradation after blending to be as per specifications,cement content not to be less than 150Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7days (M-10 Grade), mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-incharge.As Per DSR 16.80 including cost of all materials, labour, T&P etc. complete.

Providing and laying design mix cement concrete of M-40 grade, in roads/taxi tracks/runways, using cement content as per approved design mix, using coarse sand and graded stone aggregate of 22.4mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowelbars with sleeve/tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required providing and filling joints with slope/ camber, finishing with required texture,all as per direction of Engineer-in-charge including steel formwork with sturdy M.S. with sleeve/tie bars to channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints (10mm wide x 50mm deep)by groove cutting machine, approved joint filler and sealants, complete charge (Item of joint fillers, sealants, dowel bar be paid separately). As Per DSR 16.43.1 All Cement Concrete Pavement Road work should be performed by using cement concrete paving machine as per technical specification including cost of all materials, labour T&P etc. complete.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature,jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment) precast C.C.Kerb stone shall be approved by Engineer-in-Charge. As per DSR16.69 including cost of all materials, labour, T&P etc. complete.

Providing & Fixing hoisting and fixing up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size). Route Makers with CC 1:2:4 size 60cm X 60cm at the Top & 90cm Depth, including cost of all materials, labour, T&P etc. complete.

Providing and laying in position bitumen hot sealing compound for expansion joints etc. and Grooving in cc pavement 10mm Wide & 20mm Depth, Using grade ‘A’ sealing compound, per cm depth per cm width and per m length, as per DSR 16.46.1 including cost of all materials, labour, T&P etc. complete.

Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work & CC Expansion Joint & Groove by providing approved quality as per architectural drawings and direction of Engineer-in-charge complete. As Per DSR 21.8.1 including cost of all materials, labour, T&P etc. complete.

Providing and Fixing in position Mild Steel Dowel bars precoated with anticorrosive epoxy paint of 32 mm dia 50 cm Long and at 24.00 cm c/c & wherever directed including handling , straightening ,necessary cutting supported by HYSD chairs with proper aligenment by using properly lubricating half length with bituminous paint as directed etc. complete Including cost of Anticorrosive epoxy paint, Bituminous paint, sleeves etc. For both sides including cost of all materials, labour, T&P etc. complete.

Providing and Fixing in position TMT tie bars precoated with anticorrosive epoxy paint of 12 mm dia 64 cm Long and at 64.00 cm c/c & wherever diected including handling , straightening ,necessary cutting supported by HYSD chairs with proper alignement by using properly lubricating half length with bituminous paint as directed. 12 mm dia bars Longitudinal for both sides as per DSR 5.22.6 including cost of all materials, labour,T&P etc. complete.

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in. position and binding all complete upto plinth level, Thermo-Mechanically Treated bars, including cost of all materials, labour, T&P etc. complete.

Providing and Laying Separation Membrane of impermeable plastic sheeting 125 micron thick Including overlaps not less than 300 mm etc. complete. Add @20% cost for laying, labour, cartage upto site etc. including cost of all materials, labour,T&P etc. complete.

Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe,glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. DSR 16.62

Providing & Fixing 3M USA Brand road pavement marker areas 200 (CAT EYES ) board make of poly Carbonate with economically waked parametric retro reflective lines on both sides for maximum retro reflection in nwet & dry condition with 3M Bitumen adhesive BT-59/9M epoxy as per morth Specifications, Distance 3.0m C/C & as per Direction of Engineer Incharge .

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. 450 mm dia RCC pipes as per DSR 19.35.1

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(As per DSR-2.8)

same as above but extra for earth work in excavation in all kind of soil for depth exceeding 1.5m but not exceeding 3.0m. including cost of all materials,labour,T&P etc.complete.(As per DSR-2.11)

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, includingpumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing,retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. M-10 grade plain cement concrete including cost of all materials, labour, T&P etc. complete.(As per DSR-4.20.1.2)

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, includingpumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing,retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. M-15 grade plain cement concrete. including cost of all materials, labour, T&P etc. complete.(As per DSR-4.20.1.1)

Providing and fixing single socketed unplasticised Rigid PVC rain water pipes 110mm diameter conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10mm gap for thermal expansion, including cost of all materials, labour,T&P etc. complete.(As per DSR-12.41.2)

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS:9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per design mix (DSR 5.37.1) and direction of the Engineer-in-charge including cost of all materials, labour, T&P etc. complete.

Providing and laying HDPE pipes 200mm dia, including cost of all material & including fixing the pipe. This includes jointing of pipes & fittings and testing of joints complete as per direction of Engineer-in-charge including cost of all materials,labour,T&P etc.complete.

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete including cost of all materials,labour,T&P etc.complete.(As per DSR-5.9.1)

Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. including cost of all materials, labour,T&P etc. complete.(As per DSR-5.9.2)

Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform, including cost of all materials, labour,T&P etc. complete.(As per DSR-5.9.3)

Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls . Under 20cm wide including cost of all materials, labour,T&P etc. complete.(As per DSR-5.9.16.1)

Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m including cost of all materials, labour, T&P etc. complete.(As per DSR-2.25)

Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. including cost of all materials,labour,T&P etc.complete.

Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand) including cost of all materials, labour,T&P etc. complete.

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. including cost of all materials, labour, T&P etc. complete.

Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern,finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. as per manufacturer’s specifications & direction of Engineer-in-charge. 60mm thick C.C. paver block of M-35 grade with approved colour, design & pattern. including cost of all materials, labour,T&P etc. complete.

Painting walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coats applied @ 1.43ltr/10sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) including cost of all materials, labour,T&P etc. complete.

Construction of Granular sub base by providing Coarse graded material grade-II, spreading in uniform layers with layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting Vibratory roller to achieved the desired density complete as per clause 402.

Dewatering of trenches below ground level by pumping plant and ordinary pump during the excavation, laying of pipes and other appurtentant works including hire charges of all equipments, operators, Fuel Charges, Header Pipes, Jetting Pipes and other necessary T&P labour etc. required for Proper completion of the work, as per direction of engineer in charge.

Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge and as per DSR 5.37.1 All works upto plinth level. including cost of all materials,labour,T&P etc.complete.

Laying and Jointing Sewer Line

Excavation in foundation for laying of Sewers, Manholes, Gully Pits, Chambers, Sumps etc., in ordinary soil (earth, sand, loam or clay) including cutting of joints pits, trimming, levelling and dressing of trenches in 20 CM layers watering and ramming the same including removal of surplus earth or other dismantled material, upto a distance of 30.00M from the center of the trenches including cost of all materials, necessary T & P labour etc. required for proper completion of the work. 0.00M. to 1.50M.

Excavation in foundation for laying of Sewers, Manholes, Gully Pits, Chambers, Sumps etc., in ordinary soil (earth, sand, loam or clay) including cutting of joints pits, trimming, levelling and dressing of trenches in 20 CM layers watering and ramming the same including removal of surplus earth or other dismantled material, upto a distance of 30.00M from the center of the trenches including cost of all materials, necessary T & P labour etc. required for proper completion of the work. 1.50M. to 3.00M.

Excavation in foundation for laying of Sewers, Manholes, Gully Pits, Chambers, Sumps etc., in ordinary soil (earth, sand, loam or clay) including cutting of joints pits, trimming, levelling and dressing of trenches in 20 CM layers watering and ramming the same including removal of surplus earth or other dismantled material, upto a distance of 30.00M from the center of the trenches including cost of all materials, necessary T & P labour etc. required for proper completion of the work. 3.00M. to 4.50M.

Dewatering of trenches below Water table by pumping plant and ordinary pump during the excavation, laying of Pipe and other appurtenant works including Hire Charges of all equipments, Operators Fuel Charges, Header Pipes, Jetting Pipes and other necessary T & P labour etc. required for proper completion of the work as per direction of Engineer-in-charge. 1.50M. to 3.00 M. BWT.

Dewatering of trenches below Water table by pumping plant and ordinary pump during the excavation, laying of Pipe and other appurtenant works including Hire Charges of all equipments, Operators Fuel Charges, Header Pipes, Jetting Pipes and other necessary T & P labour etc. required for proper completion of the work as per direction of Engineer-in-charge. 3.00M. to 4.50 M. BWT.

Suppying,Carting and Laying of following dia S&S RCC Spun Pipes (NP-3) ISI Marked as per IS 458-2003 and also as per IS 5382-1985 (Ist Revision) including cost of specials such as rubber ring, cement and coarse sand sand etc. required for jointing at site of work, lowering the same into the trenches up to the required depth below ground level true to alignment and jointing including excavation of earth below invert level of pipe, all jointing materials, testing etc. complete but excluding excavation and refilling the trenches from ground level to invert level of pipes. 250mm Dia R.C.C. Pipe

Suppying,Carting and Laying of following dia S&S RCC Spun Pipes (NP-3) ISI Marked as per IS 458-2003 and also as per IS 5382-1985 (Ist Revision) including cost of specials such as rubber ring, cement and coarse sand sand etc. required for jointing at site of work, lowering the same into the trenches up to the required depth below ground level true to alignment and jointing including excavation of earth below invert level of pipe, all jointing materials, testing etc. complete but excluding excavation and refilling the trenches from ground level to invert level of pipes. 300mm Dia R.C.C. Pipe

Suppying,Carting and Laying of following dia S&S RCC Spun Pipes (NP-3) ISI Marked as per IS 458-2003 and also as per IS 5382-1985 (Ist Revision) including cost of specials such as rubber ring, cement and coarse sand sand etc. required for jointing at site of work, lowering the same into the trenches up to the required depth below ground level true to alignment and jointing including excavation of earth below invert level of pipe, all jointing materials, testing etc. complete but excluding excavation and refilling the trenches from ground level to invert level of pipes. 350mm Dia R.C.C. Pipe

Suppying,Carting and Laying of following dia S&S RCC Spun Pipes (NP-3) ISI Marked as per IS 458-2003 and also as per IS 5382-1985 (Ist Revision) including cost of specials such as rubber ring, cement and coarse sand sand etc. required for jointing at site of work, lowering the same into the trenches up to the required depth below ground level true to alignment and jointing including excavation of earth below invert level of pipe, all jointing materials, testing etc. complete but excluding excavation and refilling the trenches from ground level to invert level of pipes. 450mm Dia R.C.C. Pipe

Suppying,Carting and Laying of following dia S&S RCC Spun Pipes (NP-3) ISI Marked as per IS 458-2003 and also as per IS 5382-1985 (Ist Revision) including cost of specials such as rubber ring, cement and coarse sand sand etc. required for jointing at site of work, lowering the same into the trenches up to the required depth below ground level true to alignment and jointing including excavation of earth below invert level of pipe, all jointing materials, testing etc. complete but excluding excavation and refilling the trenches from ground level to invert level of pipes. 600mm Dia R.C.C. Pipe

Supply, Laying & Jointing of following Dia (O.D.) of HDPE pressure pipe Class PE-80 (PN 2.5) including cost of all materials, all Taxes, UPST/CST, VAT etc. complete including cartage up to site of work, necessary T & P, labour etc. required for proper completion of the work. Pipe should be ISI MARKED CONFORMING TO IS 14333 250mm Dia

Providing and laying S & S Centrifugally 250mm dia Class K-7 Cast (Spun)/ Ductile Iron Pipes conforming to IS:8329 for road crossing including cost of cartage and all taxes, UPST, CST, VAT etc. complete including cartage up to site of work. Pipe should be ISI Marked as per DSR ite 18.72.4 including cost of all materials, labour and T & P etc. required for proper completion of the work as directed by the Engineer-in-charge.

Collection and laying of approved quality hard stone ballast (22.4-53 mm) gauge from approved quarry, including cartage and stacking at road side including all taxes, octrai, toll Tax and other such type of taxes including cost of all material, labour and T & P etc. required for proper completion of the work and as directed by the Engineer-in-charge.

Providing and laying Plain Cement Concrete with 20 mm gauge approved stone grit, approved coarse sand and cement in the proportion of 4:2:1 including cost of all meterial, labour and T & P etc., required for proper completion of the work as directed by the Engineer-in-charge. 0.00 to 1.50M. B.G.L.

Providing and laying Plain Cement Concrete with 20 mm gauge approved stone grit, approved coarse sand and cement in the proportion of 4:2:1 including cost of all meterial, labour and T & P etc., required for proper completion of the work as directed by the Engineer-in-charge. 1.50 to 3.00M. B.G.L.

Providing and laying Plain Cement Concrete with 20 mm gauge approved stone grit, approved coarse sand and cement in the proportion of 4:2:1 including cost of all meterial, labour and T & P etc., required for proper completion of the work as directed by the Engineer-in-charge. 3.00 to 4.50M. B.G.L.

Collection, stacking and laying of approved quality Ganga Sand in trenches including cartage and stacking including all Taxes, octrai, toll Tax and other such type of taxes including cost of all material, labour and T & P etc. required for proper completion of the work as directed by the Engineer-in-charges.

Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc., complete. (Measurements to be taken of the face area timbered) Depth exceeding 3 m but not exceeding 4.5 m including cost of all materials, necessary T & P labour etc. required for proper completion of the work.

Construction of RCC Circular Manhole of 1.20 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 - 1.50 M. Depth

Construction of RCC Circular Manhole of 1.50 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 to 2.00M. Depth

Construction of RCC Circular Manhole of 1.50 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 to 2.50M. Depth

Construction of RCC Circular Manhole of 1.50 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 to 3.00M. Depth

Construction of RCC Circular Manhole of 1.50 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 to 3.50M. Depth

Construction of RCC Circular Manhole of 1.50 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 to 4.00M. Depth

Construction of RCC Circular Manhole of 1.50 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 to 4.50M. Depth

Construction of RCC Circular Manhole of 1.50 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 to 5.00M. Depth

Construction of RCC Circular Manhole of 1.50 m dia as per starnderd type Design and drawing enclosed including cost of all material, labour and T&P etc, required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge. 0.00 to 5.50M. Depth

Supply and mixing of water proofing compund of approved quality of approved quality, 2% of cement as per direction of Engineer in Charge including cost of all material, labour and T & P etc. complete as required for proper completion of the work.

Providing and fixing R.C.C. Ventilating Column of 9.00 M long AS PER TYPE DESIGN with cowel including cost of all material, labour and T & P etc. complete as required for proper completion of the work. All work shall be carried out as per direction of Engineer-in-charge.

Dewatering of manholes below Water table by pumping plant and ordinary pump during the excavation, laying of Pipes construction of manhole and other appurtenant works including cost of all materials, Hire Charges of all equipments, Operators Fuel Charges, Header Pipes, Jetting Pipes and other necessar T & P etc. required for proper completion of the work as directed by the Engineer-in-Charge. 0.00 to 3.00M. Depth

Dewatering of manholes below Water table by pumping plant and ordinary pump during the excavation, laying of Pipes construction of manhole and other appurtenant works including cost of all materials, Hire Charges of all equipments, Operators Fuel Charges, Header Pipes, Jetting Pipes and other necessar T & P etc. required for proper completion of the work as directed by the Engineer-in-Charge. 0.00 to 4.50M. Depth

Dewatering of manholes below Water table by pumping plant and ordinary pump during the excavation, laying of Pipes construction of manhole and other appurtenant works including cost of all materials, Hire Charges of all equipments, Operators Fuel Charges, Header Pipes, Jetting Pipes and other necessar T & P etc. required for proper completion of the work as directed by the Engineer-in-Charge. 0.00 to 6.00M. Depth

Raj Shyama Constructions Pvt. Ltd.

Suraj Builders