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| Name of Assignment : REQUEST FOR PROPOSAL (RFP) FOR FIXATION OF RATES FOR DIFFERENT ITEMS OF THE PIPED WATER SUPPLY SCHEMES TO BE EXECUTED UNDER JAL JEEVAN MISSION ASSAMPACKAGE NO. 01 : RFP FOR REMOTE AREAS OF MAJULI, SADIA AND DHEMAJI DIVISION | |||||
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| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of RCC Supporting pillar to be used as support of pipeline for crossing of culverts etc. of 0.25x0.25m size and height varying from 0.5m to 1.5m above GL, including necessary earthwork, 75 mm thick PCC in prop. 1:3:6 over flat brick soling, foundation of size 0.80 x 0.80 m x 0.125m(depth) with 8mm dia reinforcemnt @ 150mm c/c both sides, and 12mm dia main reinforcement for the pillar with 8mm dia single legged stirrup @150mm c/c, 15mm thick plaster including shuthering / shoring and all complete as per direction of the deptt. Approved good for construction drawing will be issued by the deptt.\n Supporting pillar of height 0.50 m above GL | 1 | each | |
| 2 | 2 | Supporting pillar of height 0.80 m above GL | 1 | each | |
| 3 | 3 | Supporting pillar of height 1.00 m above GL | 1 | each | |
| 4 | 4 | Supporting pillar of height 1.20 m above GL | 1 | each | |
| 5 | 5 | Supporting pillar of height 1.50 m above GL | 1 | each | |
| 6 | 6 | Supplying,fitting,fixing of internal connection between TP & UGR including labour charge and materials which includes the following jobs:\na. Earth work in excavation in foundation trenches (of size 1 x 1 x 18.00 m x 0.60m x 0.90m=9.72 Cu.M) including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc as directed by the Deptt.\nb. Supplying of UPVC perforated laterals of 50mm dia and 60 cm long by making hole of 5mm dia at a spacing of 8 cm centre to centre in two lines at 60 degree with the centre of the pipe and threading at both ends and supplying, fitting and fixing 40mm dia U.P.V.C. threaded End Plug at one end, the other end to be fitted with a UPVC threaded nipple of 75 mm long properly embedded in RCC cover slab all complete.\nc. Providing precast R.C.C slab over drain ,septic tank etc. in prop. 1:3/2:3 reinforced with 10mm M.S. bar @ 150mm centre both ways tying with 20 gauge black annealed wire with necessary shuttering , curing etc. complete including fixing in position as directed.\nd. Supplying and placing of filter sand of hard and resistant quartz, uniform size and shape free from dust, clay, soft grains, dirt and any other foreign materials includind inorganic salt and organic substance, washed and screened. Having uniformity coefficient between 1.3 to 1.7, effective size between 0.45 to 0.70mm, ignition loss not exceeding 0.7% by weight, soluble fraction in Hydrochloric acid not exceeding by 5% by weight, silica content not less than 90%, specific gravity between 2.55 to 2.65, wearing loss less than 3% as per IS: 1419 (Part-I):1977 all complete as directed.\ne. Supplying and placing of filter gravel of uniform size and shape without flacky & elongated shape, free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as per IS 8419 (Part-I) : 1977 all complete as directed.\n | 1 | job | |
| 7 | 7 | Providing drain with brick work in cement mortar in proportion 1:5 with half brick thick side walls and 100mm thick C.C (1:3:6) base over one brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified.\ni) 300mm wide and average 150mm deep with bed slope 1 in 150 with initial depth of 100mm. | 1 | RM | |
| 8 | 8 | Providing, installation, testing and commissioning of Bulk Flow Meter with removable mechanism class \"B\" conforming to ISO: 4064/1 including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipe line etc complete in all respect as per technical specification and as per direction of Engineer.\n 1. BFM80 for DN 80 mm | 1 | Each | |
| 9 | 9 | 2. BFM100 for DN 100 mm | 1 | Each | |
| 10 | 10 | 3. BFM125 for DN 125 mm | 1 | Each | |
| 11 | 11 | 4. BFM150 for DN 150 mm | 1 | Each | |
| 12 | 12 | 5. BFM200 for DN 200 mm | 1 | Each | |
| 13 | 13 | Collection from the field and testing in the laboratory of undisturbed soil samples for sub- soil investigation (as per relevant I.S code) by open drive sampler (100mm dia boring) through clayey soil layer/ sandy soil layer/ sandy clay/ sandy silt layer/ clayey silt layer, conduction standard penetration test (SPT) and collection of SPT sampler, observation of ground water table, spot level survey to the bore location and carrying out R.L. from nearest B.M., laboratory test (particle size analysis, hydrometer test, determination of liquid limit, plastic limit, bulk density, moisture content, specific gravity,conducting triaxal test, direct shear test, unconfined compression test, consolidation test including preparation of sub-soil investigation report complete with necessary printing and binding (minimum 5 copies) | 1 | Job | |
| 14 | 14 | Providing, Laying, Jointing & field testing of HDPE pipes (High Density Polyethylene Pipes-PE 100) confirming to IS 4984/14151/12786/13488 with necessary jointing material like mechanical connector of jointing pipes by heating the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine.(50 mm & above fusion jointed & below 50mm mechanical jointed)\n (a) 160 mm dia HDPE | 1 | RM | |
| 15 | 15 | (b) 140 mm dia HDPE | 1 | RM | |
| 16 | 16 | (c) 125 mm dia HDPE | 1 | RM | |
| 17 | 17 | (d) 110 mm dia HDPE | 1 | RM | |
| 18 | 18 | (e) 90 mm dia HDPE | 1 | RM | |
| 19 | 19 | (f) 75 mm dia HDPE | 1 | RM | |
| 20 | 20 | (g) 63 mm dia HDPE | 1 | RM | |
| 21 | 21 | Providing, laying , fitting & fixing GI (Medium Class) Pipe conforming to IS-1239 (pt-I) 2004 (Ammended 2010) including GI specials and jointing material, cutting of pipe materials and necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering incuding bailing out water where necessary all complete and also necessary testings and commissioning as per direction of the engineer incharge.\n 150 mm dia GI | 1 | RM | |
| 22 | 22 | 125 mm dia GI | 1 | RM | |
| 23 | 23 | 100 mm dia GI | 1 | RM | |
| 24 | 24 | 80 mm dia GI | 1 | RM | |
| 25 | 25 | 65 mm dia GI | 1 | RM | |
| 26 | 26 | 50 mm dia GI | 1 | RM | |
| 27 | 27 | (A) Providing, laying , fitting & fixing GI (Medium Class) Pipe conforming to IS-1239 (pt-I) 2004 (Ammended 2010) including GI specials and jointing material, cutting of pipe materials and necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering incuding bailing out water where necessary all complete and also necessary testings and commissioning as per direction of the department.\n 150 mm dia GI | 1 | RM | |
| 28 | 28 | 125 mm dia GI | 1 | RM | |
| 29 | 29 | 100 mm dia GI | 1 | RM | |
| 30 | 30 | 80 mm dia GI | 1 | RM | |
| 31 | 31 | 65 mm dia GI | 1 | RM | |
| 32 | 32 | 50 mm dia GI | 1 | RM | |
| 33 | 33 | Providing, Laying, Jointing & field testing of HDPE pipes (High Density Polyethylene Pipes-PE 100) confirming to IS 4984/14151/12786/13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine.(50 mm & above fusion jointed &\nbelow 50mm mechanical jointed).\n a) 160 mm dia | 1 | RM | |
| 34 | 34 | b) 140 mm dia | 1 | RM | |
| 35 | 35 | c) 125 mm dia | 1 | RM | |
| 36 | 36 | d) 110 mm dia | 1 | RM | |
| 37 | 37 | e) 90 mm dia | 1 | RM | |
| 38 | 38 | f) 75 mm dia | 1 | RM | |
| 39 | 39 | g) 63 mm dia | 1 | RM | |
| 40 | 40 | Providing, laying and jointing including testing Ductile Iron pressure pipes with inside cement mortar lining (class K-9) conforming to IS 8329/2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/85 (Including Labour Charge & Specials)\n b) 150 mm dia | 1 | RM | |
| 41 | 41 | c) 125 mm dia | 1 | RM | |
| 42 | 42 | d) 100 mm dia | 1 | RM | |
| 43 | 43 | e) 80 mm dia | 1 | RM | |
| 44 | 44 | Supplying, installation, fitting & fixing, testing and commissioning of Electric driven 3-phase (for 5HP/ 7.5HP/10HP/12.5HP/15HP) / Single phase (for 1 HP / 2HP / 3 HP pump) Centrifugal pump set of approved make with bronze impeller of suitable diameter with G.I. suction pipe, suction strainer, non-return valve, delivery piping up to sluice valve all complete. The pump set should be coupled with electric motor drive of adequate power suitable for operation at 230V / 415 V, 50 Hz input power with DOL Starter /Star delta Starter including Electric Control panel board enclosure made of MS Sheet duly painted with Anti-corrosive paints complete, fitted with all electrical accessories i.e. Off-On Switch, Voltmeter, Ammeter, Indicator light etc., Complete wiring from Panel Board to Main Line including supply of Aluminium Armoured Cable of adequate cross section, Earthing wire and all necessary materials for the same, including cost of CC pump foundation with base plate complete and other accessories and labour charge for installation of the pump etc. all complete as specified and directed by the Department with One year warranty from the date of commissioning and satisfactory testing against any manufacturing defect. [If any such defect is found during the year from the date of installation and satisfactory testing, supplier will have to rectify the defect at their cost and risk & if necessary replace the pump set.] Test Certificate of Pump, Motor, Starter, Panel Board, etc. from the manufacturer shall have to be submitted:\nRaw Water Pump\nDischarge of the pump ……………….. LPM\nDesign Head ……………………………... M\nRecommended make:- Crompton Greaves/ Aquatic/ CRI/ GEC/ ALSTHOM/ V-Guard or equivalent\n 1 HP pump single phase | 1 | Each | |
| 45 | 45 | 2 HP pump single phase | 1 | Each | |
| 46 | 46 | 2 HP pump single phase | 1 | Each | |
| 47 | 47 | 3 HP pump single phase | 1 | Each | |
| 48 | 48 | 3 HP pump single phase | 1 | Each | |
| 49 | 49 | 5 HP pump 3 phase | 1 | Each | |
| 50 | 50 | 5 HP pump 3 phase | 1 | Each | |
| 51 | 51 | 7.5 HP pump 3 phase | 1 | Each | |
| 52 | 52 | 10 HP pump 3 phase | 1 | Each | |
| 53 | 53 | 12.5 HP pump 3 phase | 1 | Each | |
| 54 | 54 | 15 HP pump 3 phase | 1 | Each | |
| 55 | 55 | Supplying, installation, testing and commissioning of water lubricated Submersible Pump Set 3-Phase (for 3HP/ 5HP/ 7.5HP/10HP) / Single phase (for 1 HP / 2HP) pump with bronze impeller of suitable diameter all complete. The pump set should be coupled with wet type submersible electric motor drive of adequate power suitable for operation at 230V/ 415 V, 50 Hz input power including supply of steel cable rope, G.I. column pipe, suction strainer, Sluice Valve, Non-Return valve, sockets, bends, elbows etc. & GI delivery piping above ground up to sluice valve above ground level, electrical cable of adequate cross section, clips electrical switch gear (starter) etc., Electric Control Panel Board made of MS Sheet duly painted with Anti-corrosive paints complete fitted with all electrical accessories i.e. Off-On Switch, Voltmeter, Ameter, Indicator light etc., bright Annealed Electrolytic Bar Copper Conducted PVC insulated sheathed round flexible 3-core Cable of the Motor Manufactured conforming to IS:694/1990 all complete as specified and directed by the Department with One year warranty from the date of commissioning and satisfactory testing against any manufacturing defect. [If any such defect is found during the year from the date of installation and satisfactory testing, supplier will have to rectify the defect at their cost and risk & if necessary replace the pump set.] Test Certificate of Pump, Motor, Starter, Panel Board, etc. from the manufacturer shall have to be submitted:\nDischarge of the pump ……………………. LPM\nDesign Head ………………….. M\nRecommended make:- Kirloskar/ Jyoti/ Texmo / Crompton Greaves/ Aquatic/ CRI/ V-Guar or equivalent\n Single phase 1 HP pump, head considering all losses(m): 32 | 1 | Each | |
| 56 | 56 | Single phase 1 HP pump, head considering all losses(m): 43 | 1 | Each | |
| 57 | 57 | Single phase 1 HP pump, head considering all losses(m): 55 | 1 | Each | |
| 58 | 58 | Single phase 2 HP pump, head considering all losses(m): 32 | 1 | Each | |
| 59 | 59 | Single phase 2 HP pump, head considering all losses(m): 43 | 1 | Each | |
| 60 | 60 | Single phase 2 HP pump, head considering all losses(m): 55 | 1 | Each | |
| 61 | 61 | 3 phase 3 HP pump, head considering all losses(m): 32 | 1 | Each | |
| 62 | 62 | 3 phase 3 HP pump, head considering all losses(m): 43 | 1 | Each | |
| 63 | 63 | 3 phase 3 HP pump, head considering all losses(m): 55 | 1 | Each | |
| 64 | 64 | 3 phase 5 HP pump, head considering all losses(m): 32 | 1 | Each | |
| 65 | 65 | 3 phase 5 HP pump, head considering all losses(m): 43 | 1 | Each | |
| 66 | 66 | 3 phase 5 HP pump, head considering all losses(m): 55 | 1 | Each | |
| 67 | 67 | 3 phase 7.5 HP pump, head considering all losses(m): 43 | 1 | Each | |
| 68 | 68 | 3 phase 7.5 HP pump, head considering all losses(m): 55 | 1 | Each | |
| 69 | 69 | Supplying, febrication, Installation,Testing and commissioning of M.S Floating barge of following sizes which includes frame work in super structure by cutting angles in reqd. Size, Supply of IS grade 2026 mild steel plate,Supplying fitting and fixing of MS pipe/angle of side railing in deck and super structure of barge, Providing corrugated galvanised iron sheet roofing of TATA SHAKTI / SAIL including fitting and fixing,Providing galvanised iron ridiging of TATA SHAKATI/ SAIL including supplying and fixing necessary galvanised screws/washers,Applying primary coat over new steel and other foreign metal surface,Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint of approved brand, Providing davits on the deck of barge & Providing capstan of 50 T pulling capacity fiting including anchoring arrangement as directed by the engineer in charge. \n 5 m X 3 m | 1 | Each | |
| 70 | 70 | 6 m X 4 m | 1 | Each | |
| 71 | 71 | (A) Providing, laying , fitting & fixing GI (Medium Class) Pipe conforming to IS-1239 (pt-I) 2004 (Ammended 2010) including GI specials and jointing material, cutting of pipe materials and necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering incuding bailing out water where necessary all complete and also necessary testings and commissioning as per direction of the department.\n 150 mm dia GI | 1 | RM | |
| 72 | 72 | 125 mm dia GI | 1 | RM | |
| 73 | 73 | 100 mm dia GI | 1 | RM | |
| 74 | 74 | 80 mm dia GI | 1 | RM | |
| 75 | 75 | 65 mm dia GI | 1 | RM | |
| 76 | 76 | 50 mm dia GI | 1 | RM | |
| 77 | 77 | Providing, Laying, Jointing & field testing of HDPE pipes (High Density Polyethylene Pipes-PE 100) confirming to IS 4984/14151/12786/13488 with necessary jointing material like mechanical connector of jointing pipes by heating the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine.(50 mm & above fusion jointed & below 50mm mechanical jointed)\n a) 160 mm dia | 1 | RM | |
| 78 | 78 | b) 140 mm dia | 1 | RM | |
| 79 | 79 | c) 125 mm dia | 1 | RM | |
| 80 | 80 | d) 110 mm dia | 1 | RM | |
| 81 | 81 | e) 90 mm dia | 1 | RM | |
| 82 | 82 | f) 75 mm dia | 1 | RM | |
| 83 | 83 | g) 63 mm dia | 1 | RM | |
| 84 | 84 | Providing, laying and jointing including testing Ductile Iron pressure pipes with inside cement mortar lining (class K-9) conforming to IS 8329/2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/85 (Including Labour Charge & Specials)\na) 200 mm dia | 1 | RM | |
| 85 | 85 | b) 150 mm dia | 1 | RM | |
| 86 | 86 | c) 125 mm dia | 1 | RM | |
| 87 | 87 | d) 100 mm dia | 1 | RM | |
| 88 | 88 | e) 80 mm dia | 1 | RM | |
| 89 | 89 | Construction of cascade aerator with RCC shaft column embedding D.I pipes of following diametre (of an average of 6.5 metre length) with necessary fittings, including earthwork in excavation works for foundation, PCC works (1:3:6) in foundation, RCC work (1:1.5:3) for walls, steps, including brickwork, plastering and painting with weather coat paint as per detailed drawing and specifications including soil refilling in foundation, formwork, dewatering and curing, all complete as directed by the Engineer in charge.\n 80 mm diameter of Shaft | 1 | Each | |
| 90 | 90 | 100 mm diameter of Shaft | 1 | Each | |
| 91 | 91 | 125 mm diameter of Shaft | 1 | Each | |
| 92 | 92 | 150 mm diameter of Shaft | 1 | Each | |
| 93 | 93 | 200 mm diameter of Shaft | 1 | Each | |
| 94 | 94 | 250 mm diameter of Shaft | 1 | Each | |
| 95 | 95 | 300 mm diameter of Shaft | 1 | Each | |
| 96 | 96 | 350 mm diameter of Shaft | 1 | Each | |
| 97 | 97 | Construction of Assam type Staff Quarter of 12m2 (approx) plinth area including necessary earthwork, PCC work (in prop. 1:3:6) over brick soling in foundation and under floor, construction of all RCC members including dewatering, curing and reinforcement. Providing and laying 25 mm thick damp proof course with cement concrete (1:1.5:3) including form work, brick wall of 112mm thick, 15 mm thick Cement plaster, 65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete (in prop. 1:3:6), Cement plaster skirting with cement mortar (in prop. 1:3), providing welding, fitting, hoisting and fixing of roof trusses with purlin, bottom runner etc, providing fitting and fixing glazed wooden shutters for doors/windows including oxidised iron butt hinges with necessay screws, fitting and fixing window and fan, light including fitting and fixing 2 M.S pivot hinges, eye hook and nylon chord complete, fixing clear sheet glass beded in putty and fixed with/without wooden bidding including necessary cutting and fixing of glass of required size, Supplying, fitting and fixing ceiling tiles of 10mm thick, providing Pre Painted Galvalume Sheet Roofing (PPGL), distempering with dry distemper on new wall surface, painting two coats (including priming coat) on new wood & supplying, fitting, fixing electrocoloured iron fittings of approved make complete as per detailed drawings & specifications as directed by the engineer-in-charge. | 1 | PER SQM | |
| 98 | 98 | Rotary Drill/Reverse Rotary Drill : Providing installation and commissioning of 150 mm dia deep tube well by Rotary Rig within the jurisdiction of different PHE Divisions including preparation of site for placing of drilling rig, transportation of rig and ancillary equipments and drilling the DTW including extraction of drill pipes etc, lowering fitting fixing 150mm diameter UPVC pipe assembly comprising of strainer, pipes and cone in potable water bearing strata, washing the bore well etc. , supplying necessary jointing materials, developing the DTW with air compressor Make- Kirloskar / Cumins for a period of 24 hours and supplying and packing pea gravel of size 1/8\" to 3/8\" around the periphery of casing including screening washing etc. all complete to the satisfaction of the deptt. | 1 | Job | |
| 99 | 99 | Drilling with drill bit in overburden portion of soil formation including collection of soil sample at every 3.0 m depth wherever there is a change of strata in sample boxes with distinguishing marks upto the depth of rock formation and withdrawing the drill bit for lowering casing as directed with 245mm to 300 mmm dia drill bit | 1 | RM | |
| 100 | 100 | Drilling with drilling rig using D.T.H. in all kinds of rock formation including collection of sample at every 3.0 m depth of boring or wherever there is a change of strata in sample boxes with distinguishing marks upto a required depth of boring along with breaking rock fracture for desired discharge, withdrawing drilling rod and finishing the borehole by ramming upto a reqired dia upto the bottom and washing the well as per direction of the department all complete including testing of yield and drawdown of SWL of the DTW in presence of Engineer / incharge with submission of all report and lithology of the well as directed by the department. | 1 | RM | |
| 101 | 101 | For mobilisation of Rig at site,transportation of P.O.L & all drilling equipment and acessories including development of the well | 1 | Job | |
| 102 | 102 | Casing / sinking / lowering of 200 mm dia MS pipe including cost of pipe and labour charge for casing, welding of joint by welding machine and sinking by drilling rig in portion all complete as directed by department. | 1 | RM | |
| 103 | 103 | Odex : Providing installation and commissioning of 150x150 mm dia DTW by Odex boring within the jurisdiction of different PHE divisions including including preparation of site for placing of drilling rig, air compressor, transportation of rig and ancillary equipments. Construction of temporary accommodation and low cost sanitary facility for drilling staff and providing water supply facilities at drilling site. Drilling of bore well by using drilling rig having ODEX system Extraction of drilling pipes / bits against skin friction at the end of each day and after completion of the operation including washing of the bore hole all complete as directed and lowering / sinking of well assembly including welding of pipe joints. Developing of the D.T.W. with air compressor, Make- Kirloskar / Cumins all complete as directed by the department. | 1 | PER M | |
| 104 | 104 | Construction of Pump House of following size including necessary earthwork, 100 mm thick PCC (in prop. 1:3:6) over flat brick soling for foundation, 12 mm dia main reinforcement for columns, providing, fitting, hoisting and fixing of roof trusses including purlins fabricated out of M.S. circular hollow section, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats, providing PPGL sheets and accessories (Ridges / Valley / Gutter / Flashing) including fitting and fixing sheets for ceiling. Providing and laying plain/reinforced CC work including dewatering and curing including 1st class brick work of 112 mm thickness and providing wood work in frame (Chowkat) of door, window and other similar works as directed with 1st Class timber along with fitting and fixing battend ledged and braced door including painting and priming 2 coats on the wooden surface. Providind and laying 65mm thick Cement Concrete flooring underlayer of 50mm (1:3:6 prop.) and 15mm thick cement plastering in cement mortar 1:4 all complete as per approved good for construction drawing issued by the deptt. | 1 | PER SQM | |
| 105 | 105 | Construction of gravity type Rapid Sand Filter of Size 4m2/6m2 including the following item of works:\n(i) Earthwork for excavation\n(ii) 150 mm thick PCC (prop. 1:3:6) \n(iii) Brick soling \n(iv) Formwork of ordinary timber planking including centering, shuttering, propping, etc.\n(v) PCC/RCC works (M25 grade in foundation & superstructure)\n(v) 250 mm brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed. \n(vi) 15 mm thick Cement plaster in single coat on rough and fair side (prop. 1:4)\n(vii) Finishing old / new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make (two coats)\n(viii) Supplying, fitting and fixing including labour charge of under drainage with 150 mm dia PVC manifold and 63 mm dia PVC laterals and interconnection of the filter unit including necessary GI fittings.\n(ix) supplying and charging of filter media considering all materials for the filter bed constructed as per the specification provided by the deptt. The specification of the sand and gravel is as below:\n(a) Sand should be hard, resistant quartz, free from clay, fine particles, soft grains, organic matter and dirt. Effective size of sand (d10) has to be within the range from 0.45 mm to 0.7 mm and uniformity coefficient (d60/d10) within 1.3 to 1.7. The effective depth of sand bed has to be 0.60 m.\n(b) Gravel has to be hard preferably rounded stone and not crushed stone, with average specific gravity not less than 2.5 and shall be free from clay, loam and organic impuritues. Size range has to be from 2mm to 65mm properly graded as directed by the deptt. The effective depth of gravel bed has to be 0.50 m.\n 4 sq.m filter bed-For Surface Source | 1 | Job | |
| 106 | 106 | 6 sq.m filter bed-For Surafce Source | 1 | Job | |
| 107 | 107 | 4 sq.m filter bed-For River Source | 1 | Job | |
| 108 | 108 | 6 sq.m filter bed-For River Source | 1 | Job | |
| 109 | 109 | Construction of gravity type Rapid Sand Filter of Size 4m2/6m2 including the following item of works:\n(i) Earthwork for excavation\n(ii) 150 mm thick PCC (prop. 1:3:6) \n(iii) Brick soling \n(iv) Formwork of ordinary timber planking including centering, shuttering, propping, etc.\n(v) PCC/RCC works (M25 grade in foundation & superstructure)\n(v) 250 mm brick work in cement morter with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed. \n(vi) 15 mm thick Cement plaster in single coat on rough and fair side (prop. 1:4)\n(vii) Finishing old / new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make (two coats)\n(viii) Supplying, fitting and fixing including labour charge of under drainage with 150 mm dia PVC manifold and 63 mm dia PVC laterals and interconnection of the filter unit including necessary GI fittings.\n(ix) supplying and charging of filter media considering all materials for the filter bed constructed as per the specification provided by the deptt. The specification of the sand and gravel is as below:\n(a) Sand should be hard, resistant quartz, free from clay, fine particles, soft grains, organic matter and dirt. Effective size of sand (d10) has to be within the range from 0.45 mm to 0.7 mm and uniformity coefficient (d60/d10) within 1.3 to 1.7. The effective depth of sand bed has to be 0.60 m.\n(b) Gravel has to be hard preferably rounded stone and not crushed stone, with average specific gravity not less than 2.5 and shall be free from clay, loam and organic impuritues. Size range has to be from 2mm to 65mm properly graded as directed by the deptt. The effective depth of gravel bed has to be 0.50 m.\n 4 sq.m filter bed-For Surface Source | 1 | Job | |
| 110 | 110 | 6 sq.m filter bed-For Surafce Source | 1 | Job | |
| 111 | 111 | 4 sq.m filter bed-For River Source | 1 | Job | |
| 112 | 112 | 6 sq.m filter bed-For River Source | 1 | Job | |
| 113 | 113 | Construction of sedimentation tanks of following capacity with length to breath ratio 1:3, including necessary earthwork, 100 mm thick PCC in prop. 1:3:6 with coarse aggregate of sizes 13mm to 32mm over flat brick soling including dewatering and curing, construction of all RCC members, brick works, 20 mm thick Plastering, water proofing weather coat exterior painting & Labour charge for carrying, placing in position, fitting and fixing C.I. sluice valve (with wheel & cap) C.I. reflex valve, supplying bolts and nuts, 3 mm thick rubber insertion sheet etc of CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING (100mm,150mm & 200mm dia) as per detailed drawings & specifications as directed by the engineer-in-charge.\n 40000 L | 1 | Job | |
| 114 | 114 | 60000 L | 1 | Job | |
| 115 | 115 | 80000 L | 1 | Job | |
| 116 | 116 | 100000 L | 1 | Job | |
| 117 | 117 | Construction of RCC Under Ground Reservoir of various capacities by excavating necessary earthwork, including dewatering, stabilising side earth, preparation of sub soil etc. with 100 mm thick PCC (in prop. 1:3:6), using M25 grade of concrete including dewatering if necessary, and curing; application of air entraining and water reducing plasticiser (masterplast PAE ) conforming to IS 9103-1999 @ 0.15 Lit per bag of cement (or equivalent); and 15mm thick plastering and painting, along with inlet channel, vent pipe and other pipe connections, form work, shuttering and shoring etc. for storage of treated drinking water as per approved drawings and specification, along with 450 mm inlet channel with hydraulic jump for mixing of fluid and fitting and fixing of 100mm dia GI outlet, vent pipes as per approved drawings and specification as per approved good for construction drawing issued by the deptt. (UGR to be tested for leak proof).\n15000 liters ( 3.00 x 2.50 x 2.45 m ) | 1 | Each | |
| 118 | 118 | 20000 liters ( 3.20 x 3.20 x 2.45 m ) | 1 | Each | |
| 119 | 119 | 30000 liters ( 4.00 x 3.00 x 3.00 m ) | 1 | Each | |
| 120 | 120 | 40000 liters ( 4.00 x 4.00 x 3.00 m ) | 1 | Each | |
| 121 | 121 | 40000 liters ( 5.00 x 3.20 x 3.00 m ) | 1 | Each | |
| 122 | 122 | 50000 liters ( 4.50 x 4.50 x 3.00 m ) | 1 | Each | |
| 123 | 123 | 50000 liters ( 5.00 x 4.00 x 3.00 m ) | 1 | Each | |
| 124 | 124 | 60000 liters ( 5.00 x 4.00 x 3.50 m ) | 1 | Each | |
| 125 | 125 | 60000 liters ( 5.30 x 3.75 x 3.50 m ) | 1 | Each | |
| 126 | 126 | 70000 liters ( 6.00 x 4.00 x 3.50 m ) | 1 | Each | |
| 127 | 127 | 70000 liters ( 5.00 x 4.80 x 3.50 m ) | 1 | Each | |
| 128 | 128 | 80000 liters ( 9.6 x 3.2 x 3.80 m ) | 1 | Each | |
| 129 | 129 | 90000 liters | 1 | Each | |
| 130 | 130 | 100000 liters | 1 | Each | |
| 131 | 131 | Supplying, fitting and fixing chain link fencing of 10 S.W.G, G.I. Wire 50mm x50mm mesh fitted to M.S angle iron post at 2000mm apart of specification detailed below including supplying, fitting and fixing hooks, eye bolts with nuts, staples and bolts including three horizontal lines of G.I wire 10 S.W.G at top,middle and bottom and with one vertical line to each fencing post for keeping the fencing tight and erect complete, including one coat of primer painting to M.S angle iron post in P.C.C base etc. with following.\na) Corner and end posts with M.S angle of size 50mmx50mmx 5mm and length not less than 1800mm only duly slotted and bottom torqued with two numbers as stay posts.\nb) Intermediate post with M.S angle of size 40mmx40mmx5mm and length not less than 1800mm only duly slotted and bottom torqued and splayed.\nc) Stay post with M.S angle of size 35 mmx35mmx5mm and length not less than 1800mm duly slotted and bottom torqued and splayed. All M.S angle iron posts are to be fitted to P.C.C base embedded not less than 600mm\nd) Intermediate post with M.S angle of size 40mmx40mmx5mm and length not less than 1800mm only duly slotted and bottom torqued and splayed.\ne) Stay post with M.S angle of size 35 mmx35mmx5mm and length not less than 1800mm duly slotted and bottom torqued and splayed. All M.S angle iron posts are to be fitted to P.C.C base embedded not less than 600mm. | 1 | PER M | |
| 132 | 132 | Supply, installation, testing and comissioning of electrically operated chemical dosing pump of 6 L capacity and 6 kg/cm2 complete with PVC solution mixing container and electrical wiring with panel board fitting and fixing at site with suction and discharge tubings.\nStandard Materials for construction\n1. Housing :- Fiber reinforced plastic\n2. Spacer & Head :- Poly propylene/UPVC\n3. Diapharm :- Tefflon Faced Hupalon\n4. Ball :- PTFE\n5. Suction & discharge ball cartidge :- Poly propylene/UPVC\n6. Suction & Discharge Tubings :- HDPE/LDPE\n7. MS Fabricated stand for mixing container | 1 | Job | |
| 133 | 133 | Construction of Brick boundary wall including necessary earthwork in excavation for foundation trenches of walls, footing of columns including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth, 100 mm thick PCC in proportion 1:3:6 over flat brick soling, with brickwork in cement mortar in proportion 1:4 with 230mm thick first class brick in sub-structure upto plinth level and 112 mm thick above plinth upto height of 1.5 m, and providing RCC pillar of 0.20mx0.20mx 1.50 meter height above GL at 3.0 meters apart and for gate 2 nos. posts of size 0.30mx0.30mx 1.60 meter above ground level, tie beam of 0.20mx0.25m cross section, 6 nos. 12mm dia main bar for each gate post and 4 nos for each boundary colums and stirrups @ 150mm c/c and plastering in proportion 1:4, and colour washing with lime of approved brand incuding form work, shuttering and shoring all complete as per approved good for construction drawing as directed and specified by the by the deptt. | 1 | RM | |
| 134 | 134 | Providing flat brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level with plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in proportion 1:3:6 with 15 mm thick cement plaster in single coat as directed by the Department. | 1 | PER SQM | |
| 135 | 135 | Providing plinth protection with bricks flat laid in cement mortar 1: 4 and finished with 15mm thick cement plaster in prop. 1:2 with a floating coat of neat cement finish.( width to be considered 60 cm) | 1 | PER SQM | |
| 136 | 136 | Supplying including installation, testing and commissioning of Air/Water Cooled Diesel Generator set coupled to suitable alternator of 220/415 V, AC, 1/3-Phase 0.8 p.f. mounted on a 1) M.S. Fabricated base frame.,2) M.S. fuel tank of required capacity.,3) Residual Silencer.,4) AMF Control Panel.5) Suitable batteries with lead.,5) First fill of lube oil.,6) Acoustic Enclosure complete with all accessories as specified and directed by the Engineer in-charge conforming to IS comprising the Technical Specification.. as per manufacturer. (RANGE FROM 5 KVA TO 625 KV) . Kirloskar green/bliss, Leyland, Volvo Penta, Perkinson, Mahindra, Greaves, Escort engine and Kirloskar, Stamford, Leroy somer or equivalent alternator.\n KVA- PHASE- Approx size- Approx Wt - COOLING\n 5 - 1 - 1600x820x1530 - 650 Kg -A/C | 1 | Each | |
| 137 | 137 | 7.5- 1- 2070x820x1540- 651 Kg- A/C | 1 | Each | |
| 138 | 138 | 10 - 1- 2070x820x1540- 850 Kg -A/C | 1 | Each | |
| 139 | 139 | 12.5 -1- 1600x820x1533- 850 Kg- A/C | 1 | Each | |
| 140 | 140 | 15- 1- 1770x1050x1550- 900 Kg- A/C | 1 | Each | |
| 141 | 141 | 20 -1- 2030x1050x1550- 1030 Kg- A/C | 1 | Each | |
| 142 | 142 | Providing Functional Household Tap Connection including earthwork in excavation for pipe line (both for connection in distribution line and service connection) and refilling, dressing etc., providing PVC/HDPE Saddle Piece of average size 110 mm x 15 mm (i.e. ranging from 63mm to 160mm) , making holes in the distribution pipe, providing 15 mm dia bronze ferrule cock (PN-16) conforming to IS:2692 (1989) as ammended from time to time / Flow control valve of SS316 with flow of 3 LPM at standard operating pressure of 0.5 bar to 1.5 bar of minimum woight 125 gm, connecting it to the saddle piece, providing and fixing 3 layer (Outer green / GREY coloured UV Stabilised, middle black coloured UV Stabilised and inermost layer white coloured with antimicrobial property) Fusion welded PP-R ( Poly propylene-random copolymer) Pipes, SDR 7.4 having thermal stability for hot and cold water supply conforming IS 15801-2008 of average length 10 m from saddle piece to the standpost ( pipes of make empanelled manufacturers and PN-16 Pipe,20 mm OD,SDR-7.4) including all plain PP-R fittings and brass threaded PP-R fitting and clamping, cutting and making good to the damages, including all taxes and duties as applicable and including the cost of all required labour and materials as directed and specified. The item also inludes construction and installation of R.C.C Hydrant Pillar with cement concrete in proposrtion 1:2:4 sheathed in SWR pipe of dia 100mm height 1200 mm encasing 15 mm dia PPR pipe inside the hydrant, inclusive of cost of transportation to site and also supplying fitting and fixing PVC Bib cock all complete as directed and specified. Approved good for construction drawing will be issued by the deptt. | 1 | Each | |
| 143 | 143 | Making sign board of size 3 m (W) x 1.2 m (H) with 50 mm MS square pipe supporting postin a frame of 32 mm MS square boundary pipes with 3 nos 25mm MS square strut pipe welded with a 3 mm thick MS plain sheet (3 m x 1.2 m) including foundation work , all complete and as directed by the Engineer-in-charge. | 1 | Each | |
| 144 | 144 | Raising low site around the Treatment Plant site with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified.. (average depth 1.20 m) | 1 | Each | |
| 145 | 145 | Construction of ESR of different capacities for different SBC of soil with RCC Staging(M25 Grade of concrete) of 16 m height and RCC water tank(M30 grade of concrete) as per approved drawings and specification including earthwork in excavation for foundation trenches of walls, footing including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth, construction of RCC foundation(Shallow foundation or pile foundation), 15mm plastering in proportion 1:4 in RCC support pillars with water container, painting , fitting and fixing of thredded GI inlet, outlet, overflow pipes,wash pipes,vent pipe,sluice valve, aviation lamp, RCC ladder, all formworks, shuttering & Scaffolding, including materials and labour all complete in the jurisdiction of different division of PHE, Assam for the following capacities of water tank as per approved design & drawings.(Drawings will be supplied by the Department).\n Rates in case of Shallow Foundation\n 30000 liters 8 ton/sq.m | 1 | Each | |
| 146 | 146 | 30000 liters 10 ton/sq.m | 1 | Each | |
| 147 | 147 | 30000 liters 12 ton/sq.m | 1 | Each | |
| 148 | 148 | 30000 liters 14 ton/sq.m | 1 | Each | |
| 149 | 149 | 40000 liters 8 ton/sq.m | 1 | Each | |
| 150 | 150 | 40000 liters 10 ton/sq.m | 1 | Each | |
| 151 | 151 | 40000 liters 12 ton/sq.m | 1 | Each | |
| 152 | 152 | 40000 liters 14 ton/sq.m | 1 | Each | |
| 153 | 153 | 50000 liters 8 ton/sq.m | 1 | Each | |
| 154 | 154 | 50000 liters 10 ton/sq.m | 1 | Each | |
| 155 | 155 | 50000 liters 12 ton/sq.m | 1 | Each | |
| 156 | 156 | 50000 liters 14 ton/sq.m | 1 | Each | |
| 157 | 157 | 60000 liters 8 ton/sq.m | 1 | Each | |
| 158 | 158 | 60000 liters 10 ton/sq.m | 1 | Each | |
| 159 | 159 | 60000 liters 12 ton/sq.m | 1 | Each | |
| 160 | 160 | 60000 liters 14 ton/sq.m | 1 | Each | |
| 161 | 161 | 80000 liters 8 ton/sq.m | 1 | Each | |
| 162 | 162 | 80000 liters 10 ton/sq.m | 1 | Each | |
| 163 | 163 | 80000 liters 12 ton/sq.m | 1 | Each | |
| 164 | 164 | 80000 liters 14 ton/sq.m | 1 | Each | |
| 165 | 165 | 90000 liters 8 ton/sq.m | 1 | Each | |
| 166 | 166 | 90000 liters 10 ton/sq.m | 1 | Each | |
| 167 | 167 | 90000 liters 12 ton/sq.m | 1 | Each | |
| 168 | 168 | 90000 liters 14 ton/sq.m | 1 | Each | |
| 169 | 169 | 100000 liters 8 ton/sq.m | 1 | Each | |
| 170 | 170 | 100000 liters 10 ton/sq.m | 1 | Each | |
| 171 | 171 | 100000 liters 12 ton/sq.m | 1 | Each | |
| 172 | 172 | 100000 liters 14 ton/sq.m | 1 | Each | |
| 173 | 173 | 120000 liters 8 ton/sq.m | 1 | Each | |
| 174 | 174 | 120000 liters 10 ton/sq.m | 1 | Each | |
| 175 | 175 | 120000 liters 12 ton/sq.m | 1 | Each | |
| 176 | 176 | 120000 liters 14 ton/sq.m | 1 | Each | |
| 177 | 177 | 130000 liters 8 ton/sq.m | 1 | Each | |
| 178 | 178 | 130000 liters 10 ton/sq.m | 1 | Each | |
| 179 | 179 | 130000 liters 12 ton/sq.m | 1 | Each | |
| 180 | 180 | 130000 liters 14 ton/sq.m | 1 | Each | |
| 181 | 181 | 150000 liters 8 ton/sq.m | 1 | Each | |
| 182 | 182 | 150000 liters 10 ton/sq.m | 1 | Each | |
| 183 | 183 | 150000 liters 12 ton/sq.m | 1 | Each | |
| 184 | 184 | 150000 liters 14 ton/sq.m | 1 | Each | |
| 185 | 185 | 200000 liters 8 ton/sq.m | 1 | Each | |
| 186 | 186 | 200000 liters 10 ton/sq.m | 1 | Each | |
| 187 | 187 | 200000 liters 12 ton/sq.m | 1 | Each | |
| 188 | 188 | 200000 liters 14 ton/sq.m | 1 | Each | |
| 189 | 189 | Extra cost for piles in case of pile foundation(Considering pile capacity of 10 Ton to 15 Ton per pile)\n30000 liters 8 ton/sq.m\n30000 liters 10 ton/sq.m\n30000 liters 12 ton/sq.m\n30000 liters 14 ton/sq.m | 1 | Each | |
| 190 | 190 | 40000 liters 8 ton/sq.m\n40000 liters 10 ton/sq.m\n40000 liters 12 ton/sq.m\n40000 liters 14 ton/sq.m | 1 | Each | |
| 191 | 191 | 50000 liters 8 ton/sq.m\n50000 liters 10 ton/sq.m\n50000 liters 12 ton/sq.m\n50000 liters 14 ton/sq.m | 1 | Each | |
| 192 | 192 | 60000 liters 8 ton/sq.m\n60000 liters 10 ton/sq.m\n60000 liters 12 ton/sq.m\n60000 liters 14 ton/sq.m | 1 | Each | |
| 193 | 193 | 80000 liters 8 ton/sq.m\n80000 liters 10 ton/sq.m\n80000 liters 12 ton/sq.m\n80000 liters 14 ton/sq.m | 1 | Each | |
| 194 | 194 | 90000 liters 8 ton/sq.m\n90000 liters 10 ton/sq.m\n90000 liters 12 ton/sq.m\n90000 liters 14 ton/sq.m | 1 | Each | |
| 195 | 195 | 100000 liters 8 ton/sq.m\n100000 liters 10 ton/sq.m\n100000 liters 12 ton/sq.m\n100000 liters 14 ton/sq.m | 1 | Each | |
| 196 | 196 | 120000 liters 8 ton/sq.m\n120000 liters 10 ton/sq.m\n120000 liters 12 ton/sq.m\n120000 liters 14 ton/sq.m | 1 | Each | |
| 197 | 197 | 130000 liters 8 ton/sq.m\n130000 liters 10 ton/sq.m\n130000 liters 12 ton/sq.m\n130000 liters 14 ton/sq.m | 1 | Each | |
| 198 | 198 | 150000 liters 8 ton/sq.m\n150000 liters 10 ton/sq.m\n150000 liters 12 ton/sq.m\n150000 liters 14 ton/sq.m | 1 | Each | |
| 199 | 199 | 200000 liters 8 ton/sq.m\n200000 liters 10 ton/sq.m\n200000 liters 12 ton/sq.m\n200000 liters 14 ton/sq.m | 1 | Each | |
| 200 | 200 | Extra Cost for providing pile cap in place of isolated footing\n30000 liters 8 ton/sq.m\n30000 liters 10 ton/sq.m\n30000 liters 12 ton/sq.m\n30000 liters 14 ton/sq.m | 1 | Each | |
| 201 | 201 | 40000 liters 8 ton/sq.m\n40000 liters 10 ton/sq.m\n40000 liters 12 ton/sq.m\n40000 liters 14 ton/sq.m | 1 | Each | |
| 202 | 202 | 50000 liters 8 ton/sq.m\n50000 liters 10 ton/sq.m\n50000 liters 12 ton/sq.m\n50000 liters 14 ton/sq.m | 1 | Each | |
| 203 | 203 | 60000 liters 8 ton/sq.m\n60000 liters 10 ton/sq.m\n60000 liters 12 ton/sq.m\n60000 liters 14 ton/sq.m | 1 | Each | |
| 204 | 204 | 80000 liters 8 ton/sq.m\n80000 liters 10 ton/sq.m\n80000 liters 12 ton/sq.m\n80000 liters 14 ton/sq.m | 1 | Each | |
| 205 | 205 | 90000 liters 8 ton/sq.m\n90000 liters 10 ton/sq.m\n90000 liters 12 ton/sq.m\n90000 liters 14 ton/sq.m | 1 | Each | |
| 206 | 206 | 100000 liters 8 ton/sq.m\n100000 liters 10 ton/sq.m\n100000 liters 12 ton/sq.m\n100000 liters 14 ton/sq.m | 1 | Each | |
| 207 | 207 | 120000 liters 8 ton/sq.m\n120000 liters 10 ton/sq.m\n120000 liters 12 ton/sq.m\n120000 liters 14 ton/sq.m | 1 | Each | |
| 208 | 208 | 130000 liters 8 ton/sq.m\n130000 liters 10 ton/sq.m\n130000 liters 12 ton/sq.m\n130000 liters 14 ton/sq.m | 1 | Each | |
| 209 | 209 | 150000 liters 8 ton/sq.m\n150000 liters 10 ton/sq.m\n150000 liters 12 ton/sq.m\n150000 liters 14 ton/sq.m | 1 | Each | |
| 210 | 210 | 200000 liters 8 ton/sq.m\n200000 liters 10 ton/sq.m\n200000 liters 12 ton/sq.m\n200000 liters 14 ton/sq.m | 1 | Each | |
| 211 | 211 | Construction of temporary approach road for setting up camp, movement of drilling rig, Jungle clearance, setting of up site camp and water and Sanitation facilities for workmen, liasoning works for arranging land, and coordinate with the revenue authorities for registration of land etc. | 1 | Each | |
| 212 | 212 | Construction of approach road and box culvert by excavating necessary earthwork, including dewatering, stabilising side earth, preparation of sub soil with 100 mm thick PCC in prop. 1:3:6 with coarse aggregate of sizes 13mm to 32mm over flat brick soling, Providing form work of 38 mm thick ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc, Providing 100 mm thick precast R.C.C slab over drain in prop. 1 : 1.5 : 3 reinforced with 10mm M.S. bar @ 150mm centre both ways tying with 20 gauge black annealed wire, providing 20 mm thick Cement plaster (1:4) on single or half brick walls for interior plastering, Supplying and spreading sand gravel on the approach road ramming, packing etc. complete as directed and specified by the department. | 1 | Each | |
| 213 | 213 | Construction of 16 M MS staging ESR with Zincalume tanks (Conforming to I:S 2629,2633,6745,4759,512,9845) installed over it including & providing,fitting,fixing the base sheets as per the design and testing for leakage,inserting inlet,outlet,overflow,vent, wash pipe ,aviation light, lightening arrestor etc all complete as per direction of the engineer-incharge.\n 10000 liters 8 ton/sq.m | 1 | Each | |
| 214 | 214 | 10000 liters 10 ton/sq.m | 1 | Each | |
| 215 | 215 | 10000 liters 12 ton/sq.m | 1 | Each | |
| 216 | 216 | 20000 liters 8 ton/sq.m | 1 | Each | |
| 217 | 217 | 20000 liters 10 ton/sq.m | 1 | Each | |
| 218 | 218 | 20000 liters 12 ton/sq.m | 1 | Each | |
| 219 | 219 | 30000 liters 8 ton/sq.m | 1 | Each | |
| 220 | 220 | 30000 liters 10 ton/sq.m | 1 | Each | |
| 221 | 221 | 30000 liters 12 ton/sq.m | 1 | Each | |
| 222 | 222 | 40000 liters 8 ton/sq.m | 1 | Each | |
| 223 | 223 | 40000 liters 10 ton/sq.m | 1 | Each | |
| 224 | 224 | 40000 liters 12 ton/sq.m | 1 | Each | |
| 225 | 225 | 50000 liters 8 ton/sq.m | 1 | Each | |
| 226 | 226 | 50000 liters 10 ton/sq.m | 1 | Each | |
| 227 | 227 | 50000 liters 12 ton/sq.m | 1 | Each | |
| 228 | 228 | 60000 liters 8 ton/sq.m | 1 | Each | |
| 229 | 229 | 60000 liters 10 ton/sq.m | 1 | Each | |
| 230 | 230 | 60000 liters 12 ton/sq.m | 1 | Each | |
| 231 | 231 | 70000 liters 8 ton/sq.m | 1 | Each | |
| 232 | 232 | 70000 liters 10 ton/sq.m | 1 | Each | |
| 233 | 233 | 70000 liters 12 ton/sq.m | 1 | Each | |
| 234 | 234 | 80000 liters 8 ton/sq.m | 1 | Each | |
| 235 | 235 | 80000 liters 10 ton/sq.m | 1 | Each | |
| 236 | 236 | 80000 liters 12 ton/sq.m | 1 | Each | |
| 237 | 237 | 90000 liters 8 ton/sq.m | 1 | Each | |
| 238 | 238 | 90000 liters 10 ton/sq.m | 1 | Each | |
| 239 | 239 | 90000 liters 12 ton/sq.m | 1 | Each | |
| 240 | 240 | Construction of RCC staging ESR with Zincalume tanks installed over it including & providing,fitting,fixing the sheets,testing for leakage,inserting inlet,outlet,overflow,vent, wash pipe ,aviation light, lightening arrestor etc all complete as per direction of the engineer-incharge.\n 30000 liters 8 ton/sq.m\n | 1 | Each | |
| 241 | 241 | 30000 liters 10 ton/sq.m | 1 | Each | |
| 242 | 242 | 30000 liters 12 ton/sq.m | 1 | Each | |
| 243 | 243 | 30000 liters 14 ton/sq.m | 1 | Each | |
| 244 | 244 | 40000 liters 8 ton/sq.m | 1 | Each | |
| 245 | 245 | 40000 liters 10 ton/sq.m | 1 | Each | |
| 246 | 246 | 40000 liters 12 ton/sq.m | 1 | Each | |
| 247 | 247 | 40000 liters 14 ton/sq.m | 1 | Each | |
| 248 | 248 | 50000 liters 8 ton/sq.m | 1 | Each | |
| 249 | 249 | 50000 liters 10 ton/sq.m | 1 | Each | |
| 250 | 250 | 50000 liters 12 ton/sq.m | 1 | Each | |
| 251 | 251 | 50000 liters 14 ton/sq.m | 1 | Each | |
| 252 | 252 | 60000 liters 8 ton/sq.m | 1 | Each | |
| 253 | 253 | 60000 liters 10 ton/sq.m | 1 | Each | |
| 254 | 254 | 60000 liters 12 ton/sq.m | 1 | Each | |
| 255 | 255 | 60000 liters 14 ton/sq.m | 1 | Each | |
| 256 | 256 | 70000 liters 8 ton/sq.m | 1 | Each | |
| 257 | 257 | 70000 liters 10 ton/sq.m | 1 | Each | |
| 258 | 258 | 70000 liters 12 ton/sq.m | 1 | Each | |
| 259 | 259 | 70000 liters 14 ton/sq.m | 1 | Each | |
| 260 | 260 | 80000 liters 8 ton/sq.m | 1 | Each | |
| 261 | 261 | 80000 liters 10 ton/sq.m | 1 | Each | |
| 262 | 262 | 80000 liters 12 ton/sq.m | 1 | Each | |
| 263 | 263 | 80000 liters 14 ton/sq.m | 1 | Each | |
| 264 | 264 | 90000 liters 8 ton/sq.m | 1 | Each | |
| 265 | 265 | 90000 liters 10 ton/sq.m | 1 | Each | |
| 266 | 266 | 90000 liters 12 ton/sq.m | 1 | Each | |
| 267 | 267 | 90000 liters 14 ton/sq.m | 1 | Each | |
| 268 | 268 | 100000 liters 8 ton/sq.m | 1 | Each | |
| 269 | 269 | 100000 liters 10 ton/sq.m | 1 | Each | |
| 270 | 270 | 100000 liters 12 ton/sq.m | 1 | Each | |
| 271 | 271 | 100000 liters 14 ton/sq.m | 1 | Each | |
| 272 | 272 | 120000 liters 8 ton/sq.m | 1 | Each | |
| 273 | 273 | 120000 liters 10 ton/sq.m | 1 | Each | |
| 274 | 274 | 120000 liters 12 ton/sq.m | 1 | Each | |
| 275 | 275 | 120000 liters 14 ton/sq.m | 1 | Each | |
| 276 | 276 | 130000 liters 8 ton/sq.m | 1 | Each | |
| 277 | 277 | 130000 liters 10 ton/sq.m | 1 | Each | |
| 278 | 278 | 130000 liters 12 ton/sq.m | 1 | Each | |
| 279 | 279 | 130000 liters 14 ton/sq.m | 1 | Each | |
| 280 | 280 | 150000 liters 8 ton/sq.m | 1 | Each | |
| 281 | 281 | 150000 liters 10 ton/sq.m | 1 | Each | |
| 282 | 282 | 150000 liters 12 ton/sq.m | 1 | Each | |
| 283 | 283 | 150000 liters 14 ton/sq.m | 1 | Each | |
| 284 | 284 | 200000 liters 8 ton/sq.m | 1 | Each | |
| 285 | 285 | 200000 liters 10 ton/sq.m | 1 | Each | |
| 286 | 286 | 200000 liters 12 ton/sq.m | 1 | Each | |
| 287 | 287 | 200000 liters 14 ton/sq.m | 1 | Each | |
| 288 | 288 | Supply, delivery and erection of ONLINE National Environmental Engineering Research Institute (NEERI) approved silver ionization water disinfection equipment using oligodynamic disinfection as per standard specification. The life of the inbuilt electrode in this equipment will last for the mentioned life in lakh litres, including cost of replacement. | 1 | Each | |
| 289 | 289 | Flow rate of 1000 LPH | 1 | Each | |
| 290 | 290 | Flow rate of 2000 LPH | 1 | Each | |
| 291 | 291 | Flow rate of 3000 LPH | 1 | Each | |
| 292 | 292 | Flow rate of 5000 LPH | 1 | Each | |
| 293 | 293 | Flow rate of 10000 LPH | 1 | Each | |
| 294 | 294 | Flow rate of 15000 LPH | 1 | Each | |
| 295 | 295 | Flow rate of 25000 LPH | 1 | Each | |
| 296 | 296 | Flow rate of 50000 LPH | 1 | Each | |
| 297 | 297 | Construction of 16 M MS staging ESR with GRP tanks (Conformint to I:S 14399 (part 1&2) 1996 & IS 4249 : 1967) installed over it including & providing,fitting, fixing the base sheets as per the design and testing for leakage,inserting inlet,outlet,overflow,vent, wash pipe ,aviation light, lightening arrestor etc all complete as per direction of the engineer-incharge.\n 10000 litres 8 ton/sq.m | 1 | Each | |
| 298 | 298 | 10000 litres 10 ton/sq.m | 1 | Each | |
| 299 | 299 | 10000 litres 12 ton/sq.m | 1 | Each | |
| 300 | 300 | 20000 litres 8 ton/sq.m | 1 | Each | |
| 301 | 301 | 20000 litres 10 ton/sq.m | 1 | Each | |
| 302 | 302 | 20000 litres 12 ton/sq.m | 1 | Each | |
| 303 | 303 | 30000 litres 8 ton/sq.m | 1 | Each | |
| 304 | 304 | 30000 litres 10 ton/sq.m | 1 | Each | |
| 305 | 305 | 30000 litres 12 ton/sq.m | 1 | Each | |
| 306 | 306 | 40000 litres 8 ton/sq.m | 1 | Each | |
| 307 | 307 | 40000 litres 10 ton/sq.m | 1 | Each | |
| 308 | 308 | 40000 litres 12 ton/sq.m | 1 | Each | |
| 309 | 309 | 50000 litres 8 ton/sq.m | 1 | Each | |
| 310 | 310 | 50000 litres 10 ton/sq.m | 1 | Each | |
| 311 | 311 | 50000 litres 12 ton/sq.m | 1 | Each | |
| 312 | 312 | 60000 litres 8 ton/sq.m | 1 | Each | |
| 313 | 313 | 60000 litres 10 ton/sq.m | 1 | Each | |
| 314 | 314 | 60000 litres 12 ton/sq.m | 1 | Each | |
| 315 | 315 | 70000 litres 8 ton/sq.m | 1 | Each | |
| 316 | 316 | 70000 litres 10 ton/sq.m | 1 | Each | |
| 317 | 317 | 70000 litres 12 ton/sq.m | 1 | Each | |
| 318 | 318 | 80000 litres 8 ton/sq.m | 1 | Each | |
| 319 | 319 | 80000 litres 10 ton/sq.m | 1 | Each | |
| 320 | 320 | 80000 litres 12 ton/sq.m | 1 | Each | |
| 321 | 321 | 90000 litres 8 ton/sq.m | 1 | Each | |
| 322 | 322 | 90000 litres 10 ton/sq.m | 1 | Each | |
| 323 | 323 | 90000 litres 12 ton/sq.m | 1 | Each | |
| 324 | 324 | 20) For repairing Works/ any other works\n\ni) APWD SOR 2013-14 (Building) \n\nA) Percentage Above | 1 | Each | |
| 325 | 325 | B) Percentage Below | 1 | Each | |
| 326 | 326 | ii) APWD SOR 2018-19 (Roads)\n\nA) Percentage Above | 1 | Each | |
| 327 | 327 | B) Percentage Below | 1 | Each | |
| 328 | 328 | iii) APWD SOR 2013-14 (Electrical)\n\nA) Percentage Above | 1 | Each | |
| 329 | 329 | B) Percentage Below | 1 | Each | |
| 330 | 330 | iv) APWD SOR 2013-14 (Water & Sanitation)\n\nA) Percentage Above | 1 | Each | |
| 331 | 331 | B) Percentage Below | 1 | Each | |
| 332 | 332 | v) APHE SOR 2015-16 \n\nA) Percentage Above | 1 | Each | |
| 333 | 333 | B) Percentage Below | 1 | Each |
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