Orissa State Housing Board has published Scheme For Developed Housing Plots At Jagannathprasad, Bhubaneswar . Submission Date for this Tender is 28-04-2022. Civil Work Tenders in bhubaneswar Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | CIVIL WORKS (COMPOUND WALL AROUND PLOTS) Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in following types of soil including moorum, hard stony earth, earth mixed with boulders, Laterite rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 2 | a) In all kinds of soil |
| 3 | b) In hard gravelly soil |
| 4 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 5 | Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 6 | Brick work in foundation and plinth with flyash bricks of size 20x10x7.5cm in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. |
| 7 | Filling foundation and plinth with excavated materialincluding all T &Plabour,conveyance,taxes ,watering,ramming etc completes as per the directions of the Engineer in Charge. |
| 8 | (COMPOUND WALL AROUND OPEN SPACES) Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in following types of soil including moorum, hard stony earth, earth mixed with boulders, Laterite rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 9 | a) In all kinds of soil |
| 10 | b) In hard gravelly soil |
| 11 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 12 | Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 13 | Brick work in foundation and plinth with flyash bricks of size 20x10x7.5cm in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. |
| 14 | Brick work in superstructure with flyash bricks of size 20x10x7.5cm in cement mortar (1:6) with best quality bricks having crushing strength not less than 75 Kg/cm2 immersing the bricks in water for not less than 6 hours before use (the bricks shall be free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes molding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. |
| 15 | 5 " thick Brick work in superstructure with flyash bricks of size 20x10x7.5cm in cement mortar (1:4) with best quality bricks having crushing strength not less than 75 Kg/cm2 imersing the bricks in water for not less than 6 hours before use (the bricks shall be free from cracks, well shaped, uniform in size and shall produce a clear metallic ringing sound when struck) includes moulding, chamfering, corbelling .complete as per drawing, design and specification, watering and curing for 7days including cost, conveyance, royalty and taxes of all materials, labour, T&P etc. and as per direction of Engineer in charge. |
| 16 | Providing 12mm thick cement plaster in cement mortar (1:6) in all floors finished smooth tosmooth surface of brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge |
| 17 | Providing and painting the external plastered surface with water proofing cement paint of approved quality and shade, in all floors at all height using required quantity of cement paint as specified by the manufacturer to give an even shade over a coat of cement wash with watering the surface before applying the cement paint and curing the surface for required days with cost, conveyance, loading, unloading and taxes of all materials, cost of all labour, sundries, T & P, scaffolding, watering and curing etc. complete as directed by the Engineer-in-charge. |
| 18 | Filling foundation and plinth with excavated materialincluding all T &Plabour,conveyance,taxes ,watering,ramming etc completes as per the directions of the Engineer in Charge. |
| 19 | (CONCRETE ROAD) Earthwork in excavation IN ALL KINDS OF SOIL upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in following types of soil including moorum, hard stony earth, earth mixed with boulders, Laterite rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 20 | Earth work in ordinary soil in embankments, roads, etc. within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per specification approved by the department along with proper compaction with P.R.R. including hire and running charges of P.R.R. (Measurement to be taken on the finished compacted section of the fill). |
| 21 | Supplying and filling in road formation with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.(Measurement to be taken on the finished compacted section of the fill). |
| 22 | Providing & laying cement concrete of prop. (1:3:6) in road formation using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 23 | R.C.C. work ofM25 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills in Road crust |
| 24 | Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction ofEngineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) |
| 25 | Laying moorum in berms in proper slope and compaction with PRR including cost of all material,labour ,T& P, Taxes,conveyance ,hire charges of PRR etc conpletee in all respect as per the directions of the Engineer in Charge. |
| 26 | Rolling and compacting to sub grade or formation loosening by cutting ordinary earth for 0.15 Mtr. depth including watering and rolling by PRR as per specification and direction of Engineer-in-Charge. |
| 27 | (RCC CULVERTS& APPROACH SLAB) Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in following types of soil including moorum, hard stony earth, earth mixed with boulders, Laterite rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge .a) In all kinds of soil |
| 28 | a) In laterite rocks |
| 29 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 30 | Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 31 | Filling foundation and plinth with excavated materialincluding all T &Plabour,conveyance,taxes ,watering,ramming etc completes as per the directions of the Engineer in Charge. |
| 32 | Filling foundation and plinth with borrowed earthincludingcost of earth ,all T &Plabour,conveyance,taxes ,watering,ramming etc completes as per the directions of the Engineer in Charge. |
| 33 | R.C.C. work ofM25 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills in : a) Base Slab |
| 34 | b) Culvert walls |
| 35 | c) Deck Slab |
| 36 | Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction ofEngineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) |
| 37 | (RCC DRAINS ) Earthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in following types of soil including moorum, hard stony earth, earth mixed with boulders, Laterite rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 38 | a) In all kinds of soil |
| 39 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 40 | Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 41 | R.C.C. work ofM25 having minimum compressive strength of 200kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design and direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills in : |
| 42 | Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design and direction ofEngineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) |
| 43 | WATER SUPPLY WORKS Supplying all labour, T&P for earth work in excavation in pipe line trenchein all kinds of soil for laying of D.I. pipes etc. including dressing and levelling the bed and depositing the soil within 50.0m initial lead and 1.50 mtr. initial lift including shifting of electric / telephone cables, wherever found necessary, as per direction of Engineer-in charge. |
| 44 | Supplying all labour, T&P for cutting disintegrated rock in trenches for laying of D.I. pipes/specials/ fittings etc. not required blasting, but to be removed by chiselling, pickaxes and crow bars and depositing the materials with 50.0 m initial lead and 1.50 mtr. initial lift including rough dressing, of the trench including shifting of electric / telephone cables, wherever found necessary, as per specification and direction of Engineer-in-charge |
| 45 | Supplying all labour, T&P for cutting Hard rock in trenches for laying of D.I. pipes/specials/ fittings etc. not required blasting, but to be removed by chiselling, pickaxes and crow bars and depositing the materials with 50.0 m initial lead and 1.50 mtr. initial lift including rough dressing, of the trench including shifting of electric / telephone cables, wherever found necessary, as per specification and direction of Engineer-in-charge |
| 46 | Supplying and filling sand in pipe line trenches to provide sand bedding for DI pipes including watering and ramming in layers not exceeding 15cm in thickness with all labour, T&P, taxes and royalties etc. complete as per direction of Engineer-in-charge. |
| 47 | Supplying all labour T&P required for layingthe following sizes of DI(K-7) pipes in excavated trenchas per specification,including cutting of pipes to required lengths by electric arc / gas- cutter to suit for insertion into C.I. / D.I. or M.S. specials, testing the pipes, along with hire and running charges of gas- cutter, welding machine, generator etc. complete as per direction of Engineer-in-charge. (Pipes will be supplied by the department from OSHB store at Dumuduma, BBSR) |
| 48 | 100 mm Dia (K – 7) |
| 49 | 150 mm Dia (K – 7) |
| 50 | 250 mm Dia (K – 7) |
| 51 | Supplying S.B.R. gaskets conforming to IS.:5382/85 and dimensional specification as per I.S: 12820 (to be used for D.I. spun pressure Pipes) with all labour for making Tyton joints using same SBR rubber rings to D.I. (K-7) / (K-9) pipes and fittings of the following nominal diameter including testing of joints with all T&P, required for the work with cost of all materials, Taxes etc. complete as per direction of Engineer-in-charge. |
| 52 | 100 mm Dia |
| 53 | 150 mm Dia |
| 54 | 250 mm Dia |
| 55 | Supplying all materials, labour T&P for making lead caulked joints with molten lead to spun ductile Iron pressures pipes and fittings of the following nominal diameter including supply of pig- lead, gasket other jointing materials, testing the joints etc. complete as per direction of Engineer-in-charge.complete as per direction of Engineer-in-charge. |
| 56 | 100 mm Dia |
| 57 | 150 mm Dia |
| 58 | 250 mm Dia |
| 59 | Supplying, fitting and fixing the following sizes of C.I. water Sluice Valves and Air Valves conforming to the relevant I.S. specification with laying those in position along the pipe lines including supply of all required jointing materials for flange fittings such as rubber insertion, nuts & bolts for the work complete with all labour, for fitting and fixing etc. including cost of material, taxes, T&P etc. |
| 60 | 100 mm Dia sluice valve |
| 61 | 150 mm Dia sluice valve |
| 62 | 250 mm Dia sluice valve |
| 63 | 150 mm Dia Foot valve |
| 64 | 100 mm Dia Foot valve |
| 65 | 150 mm Dia Non-Return valve |
| 66 | 100 mm Dia Non-Return valve |
| 67 | 100 mm dia Butter Fly valve |
| 68 | 150 mm dia Butter Fly valve |
| 69 | 25 mm dia single air valve |
| 70 | Supplying all materials, labour T&P for construction of Brick masonry chamber with wall thickness 250mm over 100 mm thick PCC (1:4:8), inside & top plastered with CM (1:4) and top R.C.C. cover slab of 100 mm thick). for following sizes of water Sluice valves & Air valves as per P.H. specification including earth work in excavation in all kinds of soil and refilling the cavity around the chamber with excavated materials and conveying all materials to site etc. complete as per direction of Engineer-in-Charge. |
| 71 | I)Sluice valve chamber - inside size 0.90m x 0.9m and 1.0m |
| 72 | a) 100 mm dia S/V |
| 73 | b) 150 mm dia S/V |
| 74 | II)Sluice Valve chamber - inside size 1.0 m x 1.0 m and 1.2 m depth |
| 75 | 200 mm dia S/V |
| 76 | 250 mm dia S/V |
| 77 | II)Double / Single mouth Air valve chamber (inside size 0.75m x 0.75m and 1.0m depth). |
| 78 | 25 mm Dia / 75 mm dia Air Valve |
| 79 | Supplying and laying of D.I. specials and fittings in trenches (such as flanged sockets, flanged spigots, tail pieces, double flanged reducers, collars, socketed bends, flanged bends, socketed ‘Tees’, flanged ‘Tees’, socketed reducers etc.) confirming to relevant IS specification of the nominal diameter ranging from 100 mm to 250 mm dia including all labour, materials, taxes, T&P etc. complete as per direction of Engineer-in-charge. |
| 80 | Labour for cutting D.I. pipes of following nominal dia. to required length and shape by using hack-saw / gas cutter and making bevelling to the cut edges to make the cut pipes suitable for push-on-joint including cost of all labour, materials required for cutting the pips, taxes, T & P etc. complete as per direction of Engineer-in-charge |
| 81 | 100 mm dia |
| 82 | 150 mm dia |
| 83 | 250 mm dia |
| 84 | Labour for making M.S. / C.I. flanged joints of following sizes with supply of all jointing materials such as rubber insertion, nuts & bolts etc. with all taxes, T & P etc. including testing of the joints,complete as per direction of Engineer-in-charge. |
| 85 | 100 mm dia |
| 86 | 150 mm dia |
| 87 | 250 mm dia |
| 88 | Supplying all materials, labour, T&P etc. for providing cement concrete finishing to the damaged portions of P.W.D. / B.M.C. black top/metalled road, with C.C. (1:3:6) of 150mm thick using 40mm size hard black Granite metals, clean and sharp river sand and providing 50mm thick C.C. (1:1½:3) over the metal concrete using 12mm size hard black Granite chips, clean and sharp river sand including cost of cement and all other required materials, labour, curing of concrete, taxes, T&P etc. Complete as per direction of Engineer-in-Charge. |
| 89 | Supplying all materials, labour, T&P etc. for execution of following civil item of works including cost of all materials like cement, sand, chips, metals etc. and all other required materials, labour, curing of brick work & concrete work up to required nos. of days, taxes, T&P etc. Complete as per direction of Engineer-in-Charge. |
| 90 | Fly Ash Brick Masonry work in CM (1:4) in Foundation & Plinth |
| 91 | Cement concrete (1:1½:3) in foundation & Plinth |
| 92 | 12 mm thick Cement plaster with CM (1:4) |
| 93 | Providing PCC (1:3:6) |
| 94 | Straightening, cutting, bending & binding bent or coiled M.S Rounds / deformed / Tor steel bars, hoisting, placing in position & tying the grills in all floors ,as directed by the Engineer-in-Charge for the R.C.C work , including cost and transportation of M.S Rounds/ Deformed / Tor Steel& safe storage at site, binding wires of approved gauge required for binding, with cost, conveyance & taxes of all materials & labour required for the work etc. complete in all respect as per latest specification and direction of Engineer-in-charge. (Weight of binding wire will not be considered for payment). |
| 95 | Supplying all materials, labour and T &P the following sizes of flanges and placing them in position at suitable location on the pipe lines of corresponding diameter including etc. as per direction of engineer-in-charge. |
| 96 | b)100 mm dia flange |
| 97 | c)150 mm dia flange |
| 98 | d)250 mm dia flange |
| 99 | Filling excavated trench with excavated materials including laying, watering, poking & ramming in layers of 22 cm thick with all necessary leads & lifts, including cost, conveyance, royalty, and all taxes of all material, labour & T&P etc. cost of all other machineries and carriage of water etc. complete in all respect as per specification and direction of the Engineer-in-charge. |
| 100 | (Compound Wall, Pump House, Operator Room ( 18"-0"x 12"-0") & Water Closet room( 8"-6"x 5"-6")) Supplying all labour, T&P for earth work in excavation infoundation&plinth in all kinds of soil etc. including dressing and levelling the bed and depositing the soil within 50.0m initial lead and 1.50 mtr. initial lift including shifting of electric / telephone cables, wherever found necessary, as per direction of Engineer-in charge. |
| 101 | Supplying all labour, T&P for cutting disintegrated rock in foundation and plinth. not required blasting, but to be removed by chiselling, pickaxes and crow bars and depositing the materials with 50.0 m initial lead and 1.50 mtr. initial lift including rough dressing, of the trench including shifting of electric / telephone cables, wherever found necessary, as per specification and direction of Engineer-in-charge |
| 102 | Supplying all labour, T&P for cutting Hard rock in foundation and plinth not required blasting, but to be removed by chiselling, pickaxes and crow bars and depositing the materials with 50.0 m initial lead and 1.50 mtr. initial lift including rough dressing, of the trench including shifting of electric / telephone cables, wherever found necessary, as per specification and direction of Engineer-in-charge |
| 103 | Supplying and filling sand in foundation and plinthincluding watering and ramming in layers not exceeding 15cm in thickness with all labour, T&P, taxes and royalties etc. complete as per direction of Engineer-in-charge. |
| 104 | Cement Concrete of proportion (1:3:6) in foundation using 4 cm (1½”) and down graded crusher broken granite metal of approved quality including lowering and layingconcrete in layers, levelling, side shuttering if required ramming the concrete, watering, curing to the required number of days etc. complete as directed by the Engineer-in-charge, including cost, conveyance, royalty of all materials including cost and transportation of cement, cost and carriage of water with cost of all labour, T&P all other machineries etc. required for the work etc. complete in all respect as per latest specification and the direction of the Engineer-in-charge. (Concrete to be machine mixed). |
| 105 | Providing all materials and labour for Fly Ash brick masonry in cement mortar (1:6) in foundation & Plinth using K. B. Bricks of size 25 cm X 12 cm X 8 cm having minimum crushing strength 75 Kg./cm². after immersing the bricks in water for minimum 6 hours before use in foundation and plinth, basement, ornamental flower beds with all necessary projections, splays, cutting, moulding, corbelling chamfering, watering & curing for 3 weeks including cost, conveyance, royalties, & taxes of all materials including cost and transportation of cement, cost and carriage of water & cost of labour T&P all other machineries required for the work etc. complete in all respect as per latest specification the direction of the Engineer-in-charge. |
| 106 | Providing all materials and labour for Fly ASh brick masonry in cement mortar (1:6) in full (10”) brick walls using K. B. Bricks of size 25 cm X 12 cm X 8 cm having minimum crushing strength of 75 Kg. /cm². after immersing the bricks in water for minimum 6 hours before use in superstructure including splays, cutting, circular moulding, corbelling chamfering & similar such type of works, watering & curing for 3 weeks including cost, conveyance, royalties, & taxes of all materials including cost and transportation of cement, cost and carriage of water & cost of labour T&P all other machineries required for the work etc. complete in all respect as per latest specification and direction of the Engineer-in-charge |
| 107 | Providing 12 mmto 16mm thick Cement sand Plaster (1:6) to wall faces finished smooth by wooden trowels including cleaning, close deep chipping to concrete surfaceand drenching the surface with water prior to applying of plaster and raking out joints, rounding corners, if required, curing, scaffolding, T&P, taxes, cost and conveyance of all materials and labour required for the work complete in all respect at all heights in all floors as directed |
| 108 | Providing al materials and labour for R.C.C work in proportion (1:1½:3) of strength (M20) using screened & washed 12mm to 20 mm size black hard crusher broken granite stone chips as per IS:383, clean sharp dry coarse river sand including hoisting and laying concreteto proper grade, compacting concrete by suitable means (using vibrator) including cost of rigid & smooth steel or ply centring & shuttering with spreading polythene papers of approved quality over the centring plates, watering, curing for three weeks with cost & carriage of water, finishing the exposed surfaces smooth by providing cement plaster in C.M.(1:4) with beads wherever necessary including cost, conveyance, royalties, etc. of all materials including cost & transportation of cement from Board’s store (if available) & storage at site and labour & T&P, all othermachineries etc. required for the work, complete in all respect as per latest specification and direction of the Engineer-in-Charge. |
| 109 | Plinth Bend |
| 110 | Lintel |
| 111 | Chajja(Average 65 mm thick) |
| 112 | Roof slab |
| 113 | RCC Beam |
| 114 | RCC Footing |
| 115 | F) Column/Rib for sesmic effect. |
| 116 | Straightening, cutting, bending & binding bent or coiled M.S Rounds / deformed / Tor steel bars, hoisting, placing in position & tying the grills in all floors ,as directed by the Engineer-in-Charge for the R.C.C work , including cost and transportation of M.S Rounds/ Deformed / Tor Steel& safe storage at site, binding wires of approved gauge required for binding, with cost, conveyance & taxes of all materials & labour required for the work etc. complete in all respect as per latest specification and direction of Engineer-in-charge. (Weight of binding wire will not be considered for payment). |
| 117 | Providing all materials and labour for laying wall bearing in proportion (1:2:4) over top of wall (bearing) including cement punning & bitumen painting, spreading bitumen paper over the full width of the wall to act as smooth bearing of roof slabs including cost, conveyance, royalty, taxes of all material including cost of cement, curing to the required number of days including cost and carriage of water,labour T&P all other machineries required for the work etc. complete in all respect (sloping to outer faces of outside walls to be provided to avoid entry of rain water to the rooms below the slab) and as per latest specification |
| 118 | Providing Ceramic tiles with adhesive after roughening, scrapping, cleaning the base, watering well and laying the concrete to required level and compacting the concrete by suitable means and finishing the top surface by trowel with a thick coat of neat cement punning polished well as per the direction Engineer-in-Charge and watering and curing to the required no. of days etc. complete. |
| 119 | Supplying, Fitting and Fixing MS windowswith built in window grills & Door Shutters made out of M.S. flats / square bar / MS Angle & MS Plate confirming to latest I.S. Code with pressed steel galvanized fittings viz. two points handle, 300 mm long peg stay etc. as required with extruded size hung type coupling members glazing bars, M.S. handles, plates, washer where necessary including fixing the frame in wall in position in cement concrete (1:3:6) using granite chips of 12 mm size including cost of all labour and materials and conveyance to site of work including cost of locks holdfast etc. complete in all respect at all heights in all floors as directed b |
| 120 | Providing cement painttwo coatsto theplastered wall surface of over a grey cement wash including preparation of Plaster surface to receive painting work with cost of all materials and all sorts of labour, necessary scaffolding and curing, taxes, and conveyance to site etc. complete as directed by the Engineer-in-Charge. |
| 121 | Providing cement painttwo coatsto theplastered wall surface of over a coat of cement paint including preparation of Plaster surface to receive painting work with cost of all materials and all sorts of labour, necessary scaffolding and curing, taxes, and conveyance to site etc. complete as directed by the Engineer-in-Charge. |
| 122 | Supplying M.S. grill gate made out of M.S. Angles, Flats or square bars as per approved design, fitting & fixing the same with domanies or hinges embedded in cement concrete (1:1.5:3) including cost of C.C. (1:1.5:3) cutting holes in masonry or R.C.C. pillars and making good to the damages to have earlier shape including providing locking arrangements cost of all labour T&P all other machineries and materials with taxes, conveyance etc. complete in all respect as per latest specification and direction of the Engineer-in-charge |
| 123 | Providing 6 mm average thick Cement sand Plaster rendering of prop. (1:4) finished smooth to beams, chajja and roof ceiling etc. including cost of all materials and labour, close deep chipping to concrete surface scaffolding and curing, taxes and T&P etc. complete in all respect as per direction of the Engineer-in-Charge |
| 124 | Providing all materials and labour for 25 mm (1”) thick grading plaster with cement, sand & 6 mm (¼”) down graded granite bazuri confirming to IS: 383 of proportion (1:2:4) including admixture of liquid water proofing compound, of approved make and mix proportion, laid to proper slope over R.C.C. roof slab including closed chipping, if required finished smooth including watering, curing for 3 weeks including cost, conveyance, royalty, taxes of all material including cost of cement, & labour T&P all other machineries required for the work etc. complete in all respect as per latest specification and direction of the Engineer-in-charge. |
| 125 | Painting two coats over a coat of primer with synthetic enamel paint, of approved make and shade to all iron works etc. including preparation of surface by sand papering etc. complete in all respect with all materials and all sorts of labour, scaffolding, taxes, conveyance, T&P etc. required for the work complete in all respect as directed by the Engineer-in-charge |
| 126 | Filling excavated trench with excavated materials including laying, watering, poking & ramming in layers of 22 cm thick with all necessary leads & lifts, including cost, conveyance, royalty, and all taxes of all material, labour & T&P etc. cost of all other machineries and carriage of water etc. complete in all respect as per specification and direction of the Engineer-in-charge. |
| 127 | Filling the compound wall premises with carriage earth including all required T&P and dressing the top surface to levelled ground watering etc.complete as per direction of the engineer-in-charge. |
| 128 | PH & Sanitary works Supplying all materials, labour, T&P for fitting and fixing of following sizes of PVCpipes on wall including clamping, fixing along with the cost of PVC. fittings such bends, tees, reduces, sockets, plugs etc. complete as per direction of Engineer-in-charge. |
| 129 | 20 mm dia CPVC ( SDR-11)pipe Asirbad/Supreme for concealed works |
| 130 | 25 mm dia UPVC ( SCH-80). pipe Asirbad/Supreme make medium non concealed |
| 131 | Supplying, fitting and fixing with all labour and T&P, 550 mm X 400 mm size porcelain wash hand basin (white colour) confirming to relevant IS specification of Nycer / Cera / Parryware / Hindustan make, to the brick wall including cost of all fittings like 32 mm dia C.P. waste, C.I. bracket, CP Pillar cock, waste pipe etc. complete in all respect as per direction of the Engineer-in-charge |
| 132 | Supplying all labour, Materials & T & P for construction of 3’-0” dia X 4’-0” height RCC ring bound Over head water tank including cost of Bottom & Top RCC slab, over brick pillars as per requirement on the terrace roof of Pump House including provision for out let, Inlet and over flow etc. pipes including inside & out side finishing to make it water tight etc. complete as per specification and direction of the Engineer-in Charge. |
| 133 | Supplying all materials, labour & T&P for fitting & fixing of approved standard size porcelain European Pattern Water Closet with sit cover of approved make (such as Hindustan / Cera / Nycer / Parryware) with ISI mark, including all necessary fittingsetc. complete as per direction of Engineer-in-Charge |
| 134 | Supplying all materials, labour T&P for construction of brick masonry Gully trap Chamber of size 300mm x 300mm with 250mm depth as per specification with fitting fixing of gully trap and CI gratings etc. complete in all respect as per the direction of E.I.C. |
| 135 | Supplying all materials, labour & T&P for fitting & fixing of 10 litres capacity low-level P.V.C Cistern (Parry ware – Slim line) with P.V.C bend connection from cistern to pan with P.V.C Clamp, brass screws, wooden plugs and other all jointing materials and making good to the damages with C.M(1:4) including cost of cement, sand etc. Complete as per direction of Engineer-in-charge. |
| 136 | Supplying all materials, labour & T&P for fitting & fixing of following CP fittings with ISI marked etc. as per direction of Engineer-in-charge. |
| 137 | A)15mmdia angle stop cock. |
| 138 | B)15mmdia bib stop cock(short body) |
| 139 | B)15mmdia Pillar Cock |
| 140 | C) Towel rail(600mm) |
| 141 | D))20mmdia concealed stop cock. |
| 142 | F)Soap case |
| 143 | G)100mm dia gratings |
| 144 | H)32 mm dia PVC waste |
| 145 | I)15mm dia PVC connection pipe. |
| 146 | Supplying all materials, labour, T&P for fitting & fixing of 110 mm dia. UPVC SWRPipes(Type-B) with I.S.I Marks to walls with nails, bobbins & wooden plugs as per specification etc. including cost of cement, Sand, shoring, shuttering and scaffolding etc. complete as per direction of Engineer-in-Charge |
| 147 | Supplying all materials, labour, T&P for fitting & fixing of 110 mm dia.followingUPVC SWR Pipe fittings in positionetc. complete as per direction of Engineer-in-Charge |
| 148 | Door Bend |
| 149 | Single Junction With Door |
| 150 | C)HR bend |
| 151 | D)Cowl |
| 152 | Supplying and providing all materials and labour T&P for construction of RCC ring bound leach pit of size 3’0” (dia.) X 5’-0” (deep) (inside dimension) using 8” / 12” height X 3’-0” dia. RCC rings, covered by RCC slab of 50 mm thick, fitted with iron rings, complete with earth work in excavation in all kinds of soil, refilling the cavities around the pit in layers of 20 cm thick, filling the pit with dry brick khoa up to 750 mm (2’-6” height from bottom) with dewatering of pits by pumps, if required,including cost, carriage, hire & running charges of pumps andcomplete as per approved drawing, latest specification and direction of the Engineer-in-charge. |
| 153 | Supplying all materials, labour, T&P for fitting & fixing offollowing Gun metal/brass fittings etc.complete and as perdirection of the Engineer-in-charge. |
| 154 | A)25mm dia FWV |
| 155 | B)20 dia FWV |
| 156 | Supplying all labour T&P for Making holes for passing HCI/GI pipes on wall etc. complete as per direction of the Engineer-in charge. |
| 157 | ( House wiring to Pump house ) Surface wiring to various points in 20 mm outer dia solid PVC pipe with required saddle, steel screws, bends etc. with single core PVC insulated, unsheathed wire of copper conductor (Finolex make) of size 1.0 mm² of 650/1100 Volts with fixing of Teak wood switch / junction board of appropriate size on the brick wall, 5 Amps. 230 / 250 volts flush type switch of Anchor make & 3 mm white colour bakelite cover of appropriate size fixed with steel screws, Teak wood switch / junction board 25 mm / 50 mm deep with 3 mm thick Square backelite cover of 3 ½” size of white colour and earth continuity wire of bare copper solid conductor of size No.18 S.W.G. including cost of all material and labour with T&P, sundries and all accessories and all Elect. Connections as required for the Work as per drawing and direction of Engineer-in-Charge |
| 158 | Wiring to Light Point |
| 159 | Wiring to Fan Point |
| 160 | Wiring to Exhaust Fan Point |
| 161 | Wiring to 5 Amps. Plug in existing switch Board |
| 162 | Surface wiring to sub main wiring in outer dia solid PVC pipe with required saddle, steel screws, bends etc. for two run with single core, P.V.C. insulated, unsheathed cable of copper conductor of (Finolex make) 650/1100 Volt grade of sizes as specified below with earth continuity wire of bare copper solid conductor of size No. 18 SWG including cost of all material and labour with T&P, sundries and all accessories and all elect. Connections as required for the work as per direction of Engineer-in-Charge. |
| 163 | Supplying & fixing of 32 Amps. ICDP (Iron clad double pole) main switch on TW board with required electrical connections etc. including cost of all material and labour with T&P, sundries and all accessories and all elect. connections and as required for the work as per direction of Engineer-in-Charge |
| 164 | Supplying and fixing ofbulk head fitting made out of one piece die cast aluminium body and prismatic glass cover & wire mesh duly grouted and fixed on the wall surface suitable for fixing 100 watt electric bulb, including with cost of all material and labour with T&P, Sundries and all accessories and all elect. connections as required for the work as per direction of Engineer-in-Charge |
| 165 | Supplying and fixing of Angle Batten holder / ceiling rose of ISI mark conforming to IS:1258/1987 (Anchor make) including cost of all materials and labour with T&P, sundries and all accessories and all elect. connections and as required for the work as per and direction of Engineer-in-Charge. |
| 166 | Supplying and fixing of two nos. of 16 Amps. Cut-out on Wooden Board for incoming power supply including cost of all materials and labour with T&P, sundries and all accessories and all elect. connections and as required for the work as per direction of Engineer-in-Charge. |
| 167 | Supplying and fixing of 12” dia heavy duty exhaust fan with all required cuttings in brick wall, making good to the damages, all electrical connections etc. complete including cost of all materials and labour with T&P, sundries for the work as per direction of Engineer-in-charge. |
| 168 | Supplying and fixing of standard earthing with 40 mm Diameter G.I. Pipe Class-B, medium quality (TATA or Jindal make), 3mt. Long and the pipe shall have 12 mm diameter holes at 15 cm c/c to a height of 2.5 Mts from the bottom and 4 mm diameter flange at the top for making connection of earth continuity lead complete with masonry work for earth pit chamber and R.C.C concrete of size 15” x 15” x 2” thick for covering earth pit chamber. The pit shall have an alternative layer of 105 mm of charcoal and 50 mm of salt up to a depth of 465 mm and the rest shall be filled with charcoal to a further depth of 2035 mm and the balance shall be filled with earth. SWG No. 6 G.I. wire will run from the earth electrode to the Main Switch inside the wall at the depth of 50 mm by cutting the wall surface and plastering the cutting portion of wall after laying the wire as earth continuity conductor. Both the end of the earth wire should be provided with copper cable socket duly soldered and fixed by GI nut &bolts with cost of all materials & labour with T&P, sundries etc.complete as per direction of Engineer-in-charge. |
| 169 | Supplying and fixing of 48” ceiling fan including regulator with all required electrical connections etc. complete including cost of all materials and labour with T&P, sundries for the work as per direction of Engineer-in-Charge |
| 170 | Supplying and fixing of 40 watt, Fluorescent tube Lights (F.T.L) fitting, patti type (Phillips, Bajaj make), fixed to the wall complete with copper balasts, starter, P.F. improvement condenser, choke and frame with proper connection with wire including cost of all materials, labour and sundries and all accessories and all Elect. connections as required for work as per direction of Engineer-in-Charge. |
| 171 | M.S. Pipe Line Works Supplying all labour, T&P for earth work in excavation infoundation&plinth in all kinds of soil for laying of M.S. pipes etc. including dressing and levelling the bed and depositing the soil within 50.0m initial lead and 1.50 mtr. initial lift including shifting of electric / telephone cables, wherever found necessary, as per direction of Engineer-in charge. |
| 172 | Supplying all labour T&P required for layingthe following sizes of MS Pipes TATA (M) pipes in excavated trench /open as per specification,including cutting of pipes to required lengths by electric arc / gas- cutter to suit for insertion intoM.S. specials, testing the pipes, along with hire and running charges of gas- cutter, welding machine, generator etc. complete as per direction of Engineer-in-charge. (Pipes will be supplied by the department from OSHB store at Dumuduma, BBSR) |
| 173 | 100 mm dia MS Pipe TATA ( M) |
| 174 | 150 mm dia MS Pipe TATA ( M) |
| 175 | 250 mm dia MS Pipe TATA ( M) |
| 176 | 100 mm dia MS Pipe TATA ( M) from Bore Well to UGR |
| 177 | Supplying all materials, labours, T&P for laying in trenches or in open spaces, M.S. pipes conforming to relevant IS specification of following nominal diameter as per specification including cutting of pipes to required lengths by gas cutter / Hack saw, to insert it into C.I./ D.I. or M.S. specials, testing the pipes, including cost of M.S. pipes of 6 mm thick as per specification along with hire and running charges of gas cutter, etc. complete as per direction of Engineer-in-charge. |
| 178 | Suppling of MS Flange of 8 mm thick for Flange Joints ofM.S. / C.I.of following sizes withall taxes, T & P etc. complete as per direction of Engineer-in-charge. |
| 179 | 100 mm dia |
| 180 | 150 mm dia |
| 181 | 250 mm dia |
| 182 | Suppling all materials and Labour for making M.S. / C.I. flanged joints of following sizes with supply of all jointing materials such as rubber insertion, nuts & bolts etc. with all taxes, T & P etc. including testing of the joints,complete as per direction of Engineer-in-charge. |
| 183 | 100 mm dia |
| 184 | 150 mm dia |
| 185 | 250 mm dia |
| 186 | Suppling all materials and Labour for making Cutting Holes offollowing sizes Brick wall/ concrete for laying pipe line with supply of all cutting materials ad repair the sames etc. with all taxes, T & P etc. including testing of the joints,complete as per direction of Engineer-in-charge. |
| 187 | 100 mm dia size |
| 188 | 150 mm dia size |
| 189 | 250 mm dia size |
| 190 | Suppling , fitting and fixing ofwater presuure gauge with approved make and design to sutable forchecking of pressurewith all materials and Labour for making M.S. / C.I.jointsweldingwith supply of all jointing materialsetc. with all taxes, T & P etc. including testing of the joints,complete as per direction of Engineer-in-charge. |
| 191 | Supplying all materials, labour, T&P for painting the M.S. pipes with enamel paint over one coat of primer etc. including cost of labour, material, taxes, T&P etc. complete as per direction of Engineer-in-charge. |
| 192 | Filling excavated trench with excavated materials including laying, watering, poking & ramming in layers of 22 cm thick with all necessary leads & lifts, including cost, conveyance, royalty, and all taxes of all material, labour & T&P etc. cost of all other machineries and carriage of water etc. complete in all respect as per specification and direction of the Engineer-in-charge. |
| 193 | (Electrical installation works to Pump house) Supplying & Laying of following PVC insulated armoured round / flat cable with Aluminium / copper conductor of different sizes from L.T. over head line to control Panel board and from control panel board to surface / submersible pump including excavation of Cable trench in all kinds of soil including rock of all variety of 900mm depth and 300mm width and filling the bottom of the trench with 75mm thick layer of fine sand and then laying the cable of specification as above with 1st class K.B. Brick on both sides of cable continuously and filling the voids with sand and then laying the top layer of Bricks as above placed side by side in continuousseries as protective cover, & filling the trench further with a layer of 75mm of sand over the top layer of brick and the balance with available excavated earth including watering & ramming it to original ground level including cost of all materials, labour and sundries and all accessories and all Elect. connections as required for work as per direction of Engineer-in-Charge. |
| 194 | 50 mm² 3½ core Armoured cable (NICCO) |
| 195 | 4 mm² 3 core Flat cable (FINOLEX) |
| 196 | Supplying and fixing of following size Copper cables on wall surface with required no. of screws & PVC plugs, clamps etc. required for the work including cost of cable sockets of required sizes complete including cost of all materials, labour and sundries and all accessories and all Elect. connections as required for work as per direction of Engineer-in-Charge |
| 197 | 10 mm² copper Cable (Havels/) |
| 198 | 25 mm² Copper Cable (Havels) |
| 199 | Supplying all materials labour T&P for fixing the following electrical items on MS frame fixed to the wall surface, with nuts & bolts after drilling the MS frame at required places as required for the work to complete including cost of the box and its internal electrical items and making connection to its input and output points with the cables by using respective sockets etc complete and as per direction of engineer-in-charge |
| 200 | 200 Amps. Main switch (L&T)with MS box and Cover |
| 201 | 200 Amps. Change Over Switch ( L&T)with MS Box and Cover |
| 202 | 200 Amps. Bus Bar with MSbox and cover |
| 203 | 200 Amp MCCB with MS Cover |
| 204 | 100 Amp MCCB with MS Cover |
| 205 | Supplying all materials, labour, T&P for fixing of Pump and Motor sets on RCC ( 1:1.5:3) base and foundationof size as per design and specification supplyed with pump & motor with minimum size 5"-0" x 2"-6" x 2"-6" .Also electrical panel Board, Main Switch,Bus Bar,Change Over, MCCB of diffrent sizes over all are fitting and fixing on the wall above MS angle ,flats andframe with water proof board etc. complete in all respect as per the direction of E.I.C. |
| 206 | Supply and fixing of 6.0 Kg Fire- Extinguisher (ISI mark) Dry Chemical Powder wall mounting type with all accessories as required for work as per specification and direction of Engineer-in-Charge |
| 207 | (RCC UGR) Submission of Design, construction, testing and commissioning of 50000gallon (1 Gal. = 4.546 Ltr.) capacity R.C.C. Under Ground Reservoir for water supply system to the Integrated plotted Schemeof Orissa State Housing Board, (Jagannath Prasad) , Bhubaneswar, including cost of all required materials, labour with T&P, sundries and all accessories as required for the work as per the final approved drawing and design based on the design submitted for approval and direction of Engineer-in-Charge.(The job rate to be quoted here is for the completion of the UGR which includes Earthwork i.e all kinds of soil, DI rock and Hard Rock Cutting, Sand filling, PCC (1:3:6)cost of construction of entire structure with RCC M-25 with water proofing,12 mm plastering with CM(1:4) both sides of wall, Punning plaster with water proofing internal wall , Two coats weather coat of Painting with a coat of primer out side wall, MS / DI/ CI Flanged Puddle collar and MS pipe of 150 mm diato Pumps with minimum 10.00 Mtr.and 250 mm dia MS Pipe loading line with minimum 10.00 Mtr.with testing and commissioning as per general terms & conditionsof the DTCN etc. complete in all respect as per the dirction of E.I.C. |
| 208 | (Procurement & Installation of Pump & Motor) Supplying and installation of Electric-driven Horizontal Split casing Centrifugal clear water surface pump set of Kirlosker make 30 HP to give Discharge of minimum 30.00LPS at 50.00mtr head and coupled with Squirrel cage induction motor as per DTCN and specification withcost of all materials, labour T&P including construction of required RCC foundation for water supply etc. complete in all respect as per the direction of E.I. C. |
| 209 | Supplying and lowering of Electric- driven vertical submersible pump set of KSB/TEXMO make of 15 HP inside the borewell to give discharge of 14LPS at 55.0Mtr head as per the specification mentioned in the DTCN withcost of all materials, labour T&P etc. for water supply. etc. complete in all respect as per the direction of E.I. C.( Excluding the cost of column pipes) |
| 210 | Supplying and fixing of Control Panel Boardfor 30 HP Surface pump & Motor sets on wall with clamps and MS frames and packing with cement concrete, suitable to operate the above surface centrifugal pump set which consists of Star &Delta Starter (BCH / L&T make), Voltmeter, Ammeter, Indicator Lamp, Push-button switch, HRC fuse, Timer, Over load relay and Single - phase preventer etc. as per DTCN and specification for water supply etc. complete in all respect as per the direction of E.I. C. |
| 211 | Supplying and fixingof Control Panel Boardfor 15 HP submersible Pump & motor Sets on wall with clamps and MS frames and packing with cement concrete, suitable to operate the above vertical submersible pump set which consists of Star &Delta Starter (BCH / L&T make), Voltmeter, Ammeter, Indicator Lamp, Push-button switch, HRC fuse, Timer, Over load relay and Single - phase preventer etc. as per DTCN and specification for water supply etc. complete in all respect as per the direction of E.I. C. |
| 212 | (Sinking Of Production Well) ( 200x 150mm)(For Two nos of Bore Well) Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated rock with down the hole hammer drilling rig or combination as per the direction of Engineer-in charge including use of rig with accessories , tools and plant, and consumables etc. for lowering of 200/150 mm dia PVC pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation ( G.I./ PVC/ M.S. casing pipes if required to prevent collapse of over burden is to be required by the contractor including lowering and with drawing after completion of the tubewell ) etc. complete in all respect as per the direction of Engineeri in- Charge. |
| 213 | Drilling of 200mm dia ( 0.00 Mtr. to 30.00 Mtr.)for 2Units |
| 214 | Drilling of 200mm dia ( 30.00 Mtr. to 45.00 Mtr.) for2 Units. |
| 215 | Drilling of 150mm dia ( 45.00 Mtr. to 100.00 Mtr.) for 2 Units |
| 216 | Supplying ofall materials , labour, T & P for Supplying and lowering of 200 mm dia casing medium PVC pipes( Astral/Asirbad/ Supreme/ Oriplast) confirming to the relevent IS specification ( Schedule-80) ASTM-D-1785-89 in to the bore wellas per the necessary from ground level up to required depth and fitted and fixed up in perfectly vertical position including cutting, threading of pipes and fixing with all jointing materials ,tools & plants etc. complete in all respect as per the direction of Engineer -in-Charge. Supplying and lowering of 200 mm dia PVC casing pipes( 0.00 mtr. To 45.00 mtr.) |
| 217 | Supplying ,fitting and fixing of MS cap over casing pipesto avoid foreign materials of the bore etc. complete in all respect as per the direction of E.I.C. |
| 218 | Cleaning and developing the tube well with the compresser contineouslyworked till clear and adequate discharge of water is obtained from the tube well including supply and use of all necessary equipment and labour as per thethe direction of Engineer-in-Charge. |
| 219 | Supplying all materials, labour, T&P for making sanitry sealing with C.C. (1:1.5:3)up to depth of 3.00 mtr. and construction ofR.C.C. ( 1:1.5:3) platform of250 mm thickness as protection to the tube well ( arround 0.90 mtr. radial distance from outer edge of the PVC pipes) etc. complete in all respect as per the direction of Engineer-in-Charge. |
| 220 | Providing all labour and materialsfor making slotting to pipes for each bore well with required. Length etc. complete in all respect as per the direction of Engineer-in - Charge. |
| 221 | ( G.I.Pipe Line work for lowering of submersible pump set) ( For Two Nos ) Supplying 65mm dia G.I. pipes confirming to relevant IS specifications of TATA medium series including cost of all taxes, transportation etc. complete in all respect as per the directionof the Engineer- in- charge. |
| 222 | Cutting the above pipes under item No:-9.01 to length of 3.0Mtr and welding both ends with the 80mm dia M.S flanges (8.00mm thick), perfectly at right angles to the longitudinal axis of the pipe including the cost of the M.S flange, cost of the welding, all labour T&P etc. complete as per direction of the Engineer-in-charge. |
| 223 | Lowering of submersible pump&motor sets of 15HP into the bore well with all materials, labour T&P required for lowering etc. complete in all respect as per the direction of E.I.C. |
| 224 | Supplying and providing M.S clamps to hold the65mm dia GI column pipes over the top of the bore well with all labour T&P etc complete as per direction of the Engineer – in- charge |
| 225 | Supplying and providing 65 mm dia GI 90° bend at the top of the column pipes and over the top of the bore well with all labour T&P etc complete as per direction of the Eengineer – in- charge |
| 226 | Supplying all materials, labours, T&P for laying in trenches or in open spaces, 65 mm dia G.I. pipes TATA (M) conforming to relevant IS specification of following nominal diameter as per specification including cutting of pipes to required lengths by gas cutter / Hack saw, to insert it into GI fittinga and specials, testing the pipes, including cost of G.I. pipesas per specification along with hire and running charges of gas cutter, etc. complete as per direction of Engineer-in-charge. |
| 227 | Supplying, fitting and fixing the following sizes of Brass/ Gun metalValves and Non Return Valves conforming to the relevant I.S. specification with laying those in position along the pipe lines including supply of all required jointing materials for flange fittings such as rubber insertion, nuts & bolts for the work complete with all labour, for fitting and fixing etc. including cost of material, taxes, T&P etc. compete in all respect as per the direction of Engineer-in-charge. |
| 228 | 65 mm dia GM Valves |
| 229 | 65 mm dia GM Non Return Valves |
| 230 | Water Supply Connection to Each Plots Supplyingand laying 32 mm dia G.I. pipeswith 7.00 Mtr. length confirming to relevant IS specifications of TATA medium series including cost ofearth work excavation,all G.I. fitting materialsalland taxes, transportation etc.complete in all respect as per the directionof the Engineer- in- charge. ( W/S Connection from main line to Plots and plug theG.I.pipe at end) 32mm dia G.I. Pipe TATA(M) 7.00 Mtr. Length |
| 231 | Suppling all materials, labour T&P for fitting fixing of 32 mm dia ferrule cock,with one Ferrule Chamber size 300mm x 300 mm and depth 300mm to 450mm with laying 32 mm dia 7.00 Mtr length G.I. Pipe etc. complete in all respectas as per the directionof the Engineer- in- charge. |
| 232 | Supplying, fitting and fixing the 25mm diasizes of Brass/ Gun metalValves Valves conforming to the relevant I.S. specification with laying those in position along the pipe lines including supply of all required jointing materials for the work complete with all labour, for fitting and fixing etc. including cost of material, taxes, T&P etc. compete in all respect as per the direction of Engineer-in-charge. |
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