Work of the project of restoration of drainage and drinking water supply in Saryu Canal Colony, Balrampur.

Construction of sub drain (0.45M x 0.60M) at Saryu Nahar Colony, Balrampur including dismantling of old drain , earth work in digging foundation, laying P.C.C. M-15 (1:2:4) mix. in foundation, laying M20 grade R.C.C with O.P.C 43 grade IS 269, kabrai crushed stone grit & Hamirpur coasre sand FM not less than 2.0 with 10mm ɸ reinforcement 200 mm c/c in raft ,wall & 12mm ɸ reinforcement 150mm c/c in slab , backfilling of foundation as per drawing and direction of engineer-in-charge; including all cost of material, labours,T & P etc. required for proper completion of work.

Construction of main drain (0.60Mx0.80M) at Saryu Nahar Colony, Balrampur including dismantling of old drain ,earth work in digging foundation,laying P.C.C. M-15 (1:2:4) mix. in foundation, laying M20 grade R.C.C with O.P.C 43 grade IS 269, kabrai crushed stone grit & Hamirpur coasre sand F.M not less than 2.0 with 10mm ɸ reinforcement 200 mm c/c in raft ,wall & 12mm ɸ reinforcement 150mm c/c in slab, backfilling of foundation as per drawing and direction of engineer-in-charge; including all cost of material, labours, T & P etc. required for proper completion of work.

DAMPROOFING Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.

25mm cement concrete flooring 1:2:4 with graded stone aggregate 4.75mm to 10 mm nominal size laid in one layer finished with a floating coat of neat cement.

Dismantling existing plaster,including disposal of refuse as directed by the Engineer in charge within distance of 60m.

15mm cement plastering single coat on rough side of single of half brick wall for interior plastering in single storey building finished even smooth.

DOORS AND WINDOWS Febricating of mild steel/iron work in grill ,gates railing ,door and window frames including cutting ,drilling ,welding/riveting and hinges, where necessary and fixing in position including cost of all material ,labour T&P etc. required for proper completion of work with one coat of red oxide primer.

Fixing in position Door/window chaukhat (Labour only)making good the wall.

Providing and fixing panelled or panelled and glazed door shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separatly, all complete as per direction of Engineer in charge.

Providing and fixing panelled or panelled and glazed Window shutters for Windows, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separatly, all complete as per direction of Engineer in charge.

Painting two coat of syenthetic enamel paint on new surface with superior quality approved make including cost of all material labour T&P etc. required for proper completion of work .

Dismantling door or window including chaukhat with holdfast and including stacking of materials as directed by engineer in charge with in distance of 60M.

Providing and fixing aluminium handles 125mm ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete.

Providing and fixing aluminium sliding door bolts 250x16 mm ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :

Providing and fixing aluminium sliding door bolts 200x10 mm ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete.

Providing and fixing aluminium sliding door bolts 100x10 mm ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete.

RECONSTRUCTION OF WATER SUPPLY SCHEME AT SARYU NAHAR COLONY BALRAMPUR Provide all materials, labour, T&P etc. complete and construct Pump house size (2.5x3.0x3.0)m Chlorinating room size (2.5x1.3x3.0)m as per departmental type design and drawing (drawing no‐D‐2) and as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer ‐in ‐ charge.

Provide all materials, labour, T&P etc. complete and constructed Bye‐pass chamber for pump house ( 1000 (L) x 1000 (W) x 1150 (H) mm ) drawing (drawing no.D‐3) and as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer ‐in ‐charge.

Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of following capacity and staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M‐30 concrete and minimum grade of concrete of foundation and staging should be M‐25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part‐III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia, Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309‐1969 and ISS 3013‐1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specifications with all jointing materials for proper completion of work, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.‐ 4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, Painting of all concrete surface and steel pipe works with three coats of approved cement paint : (a) For 50 Kl 12 M Staging

Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer ‐in ‐charge.

Supply of following sizes (D.I.) pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS‐1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all complete as per instructions of Engineer ‐in ‐ charge.100 mm dia K‐9

Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest/relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer ‐in ‐ charge. 90 mm dia HDPE Pipe PN‐6: Class PE‐100

Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest/relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer ‐in ‐ charge. 63 mm dia HDPE Pipe PN‐6: Class PE‐100

Supply and carting up to site of work of the following dia DI butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, including valve fittings & Dismantling Joints as per requirement F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer ‐in ‐charge. Sluice valve ‐ 100 mm dia

Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S.specifications including all taxes and insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials and Valve fittings etc. complete as per instructions of Engineer ‐in ‐ charge.

Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer ‐in ‐charge Sluice valve chamber (masonry Type)dia upto 200 mm ‐ 1000 (L) x 1200 (W) x 1300 (H) mm.

Construction of following type chambers as per department type design and drawing including Heavy duty M.S. manhole cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer ‐in ‐charge Fire Hydrant chamber (750 (L) X 450 (W) X 1000 (H) mm).

Design and construct Thrust Block made in C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for CC work as per instructions of Engineer ‐in ‐charge.

Dismantling of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer ‐in ‐charge. B.O.E. Surface

Dismantling of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer ‐in ‐charge. Bituminous surface

Dismantling of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer ‐in ‐charge. C.C. Road

Reinstatement of the following type of road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer ‐in ‐charge. B.O.E. Surface

Reinstatement of the following type of road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer ‐in ‐charge. Bituminous surface

Reinstatement of the following type of road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer ‐in ‐charge. C.C. Road

Road Crossing ‐ Excavation in foundation of trench of proper size in soil mixed with moorum, Shingle, Kankar, soft rock, hard rock, including refilling, dressing and ramming earth or sand or bajri, ballast, including providing, supply, carting, lowering, laying and jointing of casing pipe of RCC NP‐3 with appropriate size, with rubber ring joint, sand filling in gap inside RCC pipe, insertion of distribution pipe into the encasing pipe including supply of T&P, including concrete of 150 mm thick in with 40mm gauge brick ballast local sand and cement in proportion of 8:4:1, provision for barricading, labour for traffic diversion etc. Complete for proper completion of work as per instruction of Engineer. 100 mm dia. Pipe

Construction of single tap pillar type stand post as per type design.

Supply , Installation of chlorinating system with dosing pump 0‐6 LPH capacity with 100 Litres(1w+1s) tanks,valves ,pipes with required acessories (Automatic Dosing System for chemical injection).

DC/RC Rig Machine including transportation , instalation, Dismantling of Rig machine and logging of borehole with asosiated T&P complete in all respect including required all material labour etc.

Drilling of borehole for tubewell construction by DC/RC Rig up to 100 M & 400mm dia with asosiated T&P complete in all respect including required all material labour etc.

Tubewell Assembly : (i) MSREW Plain pipe As per IS 4270 200mm dia

Tubewell Assembly : (ii) MSREW Plain pipe As per IS 4270 150 mm dia

Tubewell Assembly : (iii) MSREW slotted pipe As per IS 8110 150 mm dia

Tubewell Assembly : MS fitting such as clamp,bail plug,reducer, well cap,girder & support structure

Lowering of tubewell assembelly with welding of parts complete in all respect with all required material, T&P, labour.etc. (i) Lowering up to 100M deep 200 mm MSERW Plain/Slotted pipe

Lowering of tubewell assembelly with welding of parts complete in all respect with all required material, T&P, labour.etc. (ii) Lowering up to 100M deep 150 mm MSERW Plain/Slotted pipe

Supply and unconsolidated packing of gravel with suitable size.

Development of Tube well by 150 PSI compressor per hour.

SITC of pumping Plant including 7.5 HP pumps with motors starter, pannel, cable, complete in all required material T&P labour etc.

SITC of Chain pully Blocks 1 Tonne

Stabalizer 7.5 KVA

SITC of column pipe of MS pipe for connecting submersibile pump 100mm dia MS Pipe.

Internal electrification of tube well

Soft Starter with RS485 port -400V, 7.5 KW rating

Instalation , Testing and commissioning