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| Sl. No. | Item Description |
| 1 | Approach Road,1/JJM-211:-Construction of temporary approach road for setting up camp, movement of drilling rig, Jungle clearance, setting up site camp and water and Sanitaization facilities for workmen, liasoning works for arranging land and coordinate with the revenue authorises for registartionof land etc. |
| 2 | Installation of Deep Tubewell by Reserve Rotary Rig, 1/98:Rotary Drill/Reverse Rotary Drill : Providing installation and commissioning of 150 mm dia deep tube well by Roatry rig within the jurisdiction of different PHE Division including prepartion of site for placing of Drilling Rig, transportation of Rig and ancillary eqipuments and drilling the DTW including extraction of drill pipes etc. lowering fitting fixing 150mm diametre UPVC pipe assembly comprising of strainer, pipes and cone in potable water bearing strata, washing the bore well etc. Supplying neccessary 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 cashing including screening washing etc. all complete to the satisfaction of the deptt. |
| 3 | SUPPLYING , INSTALLATION, TESTING AND COMMISSIONING OF RAW WATER , 1/55 :Supplying, installation testing and commisiioning of water lubricated submersible pump set 3-phase (for 3HP/5HP/7.5HP./ 10JHP/sINGLE PHASE (for 1HP/2HP) Pump with bronze impeller of suitable diametre all complete The pump set should be coupled with wet type submersible electric motor drive of adequate power suitable for operation at 23V/415V. 50 Hz input power including supply of steel cable rope, G.U. column pipe, suction strainer. Sluice valve, Non-return valve, socket, bands, elbows, etc. & GI delivery piping above ground up to Sluive valve above ground level, electrical cable of adequate cross section, clip electrical switch gear (starter) etc. Electrict controll pannel board mdae of MS Sheet duly painted with Anti-corrosive paints complete fitted with all electrical accesories i.e. Off-On switch, Voltmetre, Ametre, Indicator light etc. Bright Annealed Elctrolytic Bar Copper Coducted PVC insulted Sheathed round f lexible 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 satnisfac tory testing agaisnt any manufacturing defect. [If any such defect is found during theyaer from the date of installation and satisfactory testing, supplier will have to rectfy the defect at their cost and risk & if neccessary replace the pump set] Test certificate of pump motor, starter, pannel board etc. from the manufacture shall have to submitted discharge of thepump 400-500. LPM . Design Head:43.00 M . Recommended make :- Kirlosker/Jyoti/Texmo/Crompton Greaves/ Aquatic/CRI/V-Guar equivalent. . 65) 3 Phase, 5 HP Pump, Head consisting all losses : 43m. 5 HP Pump |
| 4 | SUPPLYING , FITTING, FIXING, TESTING AND COMMISSIONING OF RWPM ,30/JJM :Supplying, 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 materialsand necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering including bailing out water where necessary all complete and also necessary testings and commissioning as per direction of the department.1.04 (i) 80mmdiaGI |
| 5 | (ii) 65 mm Dia GI |
| 6 | Making and Supplying of PVC perforated pipes for acration of 63mm dia by making perforation 5mm dia at a spacing of 8 cm centre in single fine including fitting, fixing at the top of the acrator with special such as elbow, tees, end plug including supplying jointing materials complete as directed. |
| 7 | RCC RAPID SANI FILTER INCLUDING PROVIDING INTERNAL CONNECTION BETWEEN TP & UGR , 1/105 :Construction of gravity type Rapid Sand Filter of Size 4m2/6m2 including acration tray for effective filtration of raw water collected from Ground / Surface source, provisions for backwashing of the filter media, wash water through and removal of sludge in regular interval, including earthwork in excavation for foundation trenches of walls, footing including refilling (return filling) the quantity as necessarjy after completion of work breaking cods in return filling, dressing, watering and ramming etc. and removal of surplus earth, 100mm thick PPC in proportion 1:3:6 over brick flat soling, RCC of M25 grade for filter components and M20 for ancilarby components providing and mixing normal Plastisizer Plastiment BV40 of Sika India Ltd./ Dr. Sealkit super plast WR 40 (Assian Chemicals)/Rheobuild 100 i of BAST @ 0.5%-0.8% by wiight of cement in concrete for waterproffing structures, reinforment bars in RCC, 230mm brick work in proportion 1:4, 20mm thick inside and outside plastering and painting with waterproofing weatnher coat smooth anti-fungal exterior painting of appproved make of Barger paint/earth/sand filling with river sand or silt (predominetly non-plastic), all farmworks, shuttering & shoring, all complete as per direction to the deptt. and as per the specificatmion and drawing provided by the department.(i) 1.1.6 sqm filter bed |
| 8 | Construction of RCC Supporting pillar to be used as support of pipeline for crossing of culverts etc. of 0.25 x 0.25m size and height varying from 0.5m to 1.5m abov GL, including necessary earthwork, 75 mm thick PCC in prop. 1:3:6 over flat bri ck soiling, foundation of size 0.80 x 0.80m x 0.125m (depth) with 8mm dia REINFORCEMENT @ 150mm c/c, 15mm thick plaster including shuttering / shoring and all complete as per direction of the deptt. Approved good for constructmion drawing will be issued by the deptt.2.03 Supporting pillar of height 0.50 m above GL |
| 9 | Supporting pillar of height 0.80 m above GL |
| 10 | Supporting pillar of height 1.00 m above GL |
| 11 | Supporting pillar of height 1.20 m above GL |
| 12 | Supporting pillar of height 1.50 m above GL |
| 13 | PROVIDING INTERNAL CONNECTION BETWEEN TP & UGR , 1/6 :Supplying, fitting, fixing of internal connection between TP & UGR including Labour charge and materials which includes the following jobs :a) Earth work in Excavation in foundation trenches (of size 1x1x18.00mx 0.60x0.90= 9.72 Cum) including refilling the quantitiy as necessary after completion of Works of pipe line dressing, ramming, watering etc. as directed by the deptt.b) Supplying of UPVC perforated laerials of 50mm dia 60 cm long by making hole of 5mm dia at spacing of 8 cm centre to entire in two lines at 60 degree with the centre of the pipe and threading at both ends and supplying, fiting, 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 75mm long properity embedded in RCC c over slab all complete.c) Providing precast RCC Slab over drain, sptik tank etc. in prop. 1:3/2:3 reinforced with 10mm M.S , bar @ 150mm centre both ways typing with 20 gauge black annealed wire with necessary shuttering, curing etc. complete including fixing in position as directed.d) supplying and placing of filter sand of hard and resistant quartz uniform size and shape free from dust, clay, soft gains, dirt and any other foreign materials included inorganic 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 Hydrocloric acid and 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. |
| 14 | CONSTRUCTION ANDTESTING AND COMMISSIONING OF UNDERGROUND RESERVOUR OF DIFFERENT SIZES, 1/JJM: Construction of RCC Under Ground Reservour of various capacities by excavating necessary earthwork, including dewatering, stabalising side earth, preparation of sub soil etc. with 100mm thick PCC (in prop. 1:3:6), using M25 grade of concrete including dewatering if necessary, and curing, application of air entariningand water reducing plasticiser (masterplast PAE) conforming to IS 9103-1999 @ 0.15 Lit per bag of cement (or equivalent) and 15mm thick palstering and painting, along with inlet channel. vent pipe and other pipe connections, from work, shuttering and shoring etc. for storage of trated drinking water as per approved drawings and specification, along with 450mm 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 specifiactions as per approved good for construction drawing issued by the deptt. (UGR to be tested for leak proof) 3.0360000 liters ( 5.30 x 3.75 x 3.50 m) |
| 15 | SUPPLYING , INSTALLATION AND TESTING OF RWPM OF ELECTRICALLY OPERATED CHEMICAL DOSING PUMP,1/289: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 mentmioned life in lakh litres, including cost of replacement. 3.05 Flow rate of 10000 LPH |
| 16 | ESTIMATE FOR SUPPLYING, FITTING, TESTING AND COMMISSIONING OFZINCALUME/GALVALUME ELEVATED SERVICE RESERVOUR,1/JJM: Construction of 16 M MS staging ESR with Zincalume/Galvalume tanks (Conforming to US: 19561, 2629, 2633, 6745, 4759, 512, 9845) with reinforced inner 5 layered PE liner with metallo or equivalent non careinogenic contact layer and certified to storage of drinking water with Galvanised nuit & bolt made of high tensile 8.8 grade with minimum 12 mm size installed over it including & providing, fitting, fixinfg the base sheets as per the design and testing for leakage, inceriting inlet, outlet, overflow, vent, wash pipe, avation light, lightening arrestor etc. all complete as per direction of the engineer-iincharge.3.07 80000 liters capacity |
| 17 | SUB SOIL INVESTIGATION,/1: Collec tion from the field and testing in the labortory of undisturbed soil samples for sub-soil Investigation (as per relevant I.S code) by open driver sample (100mm dia boring) through elayey soil layer/ sandy soil layer/ standy clay/ sandy silt layer/ clayey silt layer, conduction standard penetration test (SPT) and collection of SPTsampler, obseravation of ground water table, spot level survey to the bore location and carrying out R.I., from nearest B.M., labortory test (particle size analysis, hydrometre test, detrmenation of lequid limit, plastic limit, bulk density, moisture content, specific gravity, conducting triaval test, direct shear test, unconfined compresson test, sonsolidation test including preparation of sub-soil investigation report complete with necessary printing and binding (minimum 5 copies) |
| 18 | SUPPLYING, FITTING FITTING, FIXING, TESTING AND COMMISSIONING OF DISTURBUTION SYSTEM COMPRISING OF DIFFERENT DIAMETER , 1/14: Providing, Laying, Jointing & field testing of ISI marked HDPE pipes (High Density Polyethylene Pipe-PE: 100) confirming to IS 1981/2016 (with up to date ammendment) with necessary jointing pipes by heating the ends of pipes with the help of Teflon coated electric mirror/heater to the required tempereture and than pressing the end together against each other to form a monolithic & leak proog joint by thermosetting process. It may be required to be done with Jack/Hydraulic Jacks/Bult fusion machine.(50 mm & above fusion jointed & below 50mm mechanical jointed)5.02 150mm dia PN 6 |
| 19 | 100mm dia PN 6 |
| 20 | 80mm dia PN 6 |
| 21 | 65mm dia PN 6 |
| 22 | 50mm dia PN 6 |
| 23 | 2/21 :-Supplying, laying, fitting & fixing GI (Medium Class) Pipe conforming to IS-1239 (pt-I) 2004 (Amended 2010) including GI special and jointing materials, cutting of pipe materials and necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering including bailing out water where necessarhy all complete and also necessary testings and commissioning as per direction of the department. 5.09 150 mm dia PN 6 |
| 24 | 125mm dia PN 6 |
| 25 | 100 mm dia PN 6 |
| 26 | 80 mm dia PN 6 |
| 27 | 65 mm dia PN 6 |
| 28 | 50 mm dia PN 6 |
| 29 | ESTIMATE FOR CONSTRUCTION, TESTING AND COMMISSIONING OF VALVE CHAMBER FOR, SV_1:Constructing of Brick masonry Sluice Valve Chamber 750mm (I) x 750mm (B) x 1250mm (H) inside, in 230mm brick work in cement mortar 1:5 (I cement) : 5 coarse sand and precast R.C.C. cover slab in prop. 1:2:4 mix (I cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) reinforced with 10mm M.S. bar @ 150mm centre both ways tying with 20 gauge black annealed wire including necessary earthwork (excavation and return filling), 75mm PCC in prop. 1:4:8 (1 cement 1 coarse : 8 coarse agg.) over brick flat soiling and 15mm thick inside plastering and outside plastering (upto 150mm from top) with cement mortar 1:5 (1 cement : 5 coarse sand), complete as per standard dsign, including Supplying, carrying, placing in position, fitting and fixing 80mm diametre CID/F sluice valve all complete as directed.A) For 80mm dia Sluice valve against 90mm / 75mm dia Distribution pipe line - 1 no 80mm dia CID/F sluice valve with cap. wheel as per IS 14816-2000 PN 1.0 with ISI making, 2 Nos. 80mm dia GI Nipple (225mm long), 4 Nos. 80mm dia GI Hacaded lange, 2 Nos. 90mm dia UPVC Flange, 26 Nos. Bolts & Nuts and 6 Nos. 8mm thick rubber insertation sheet 100mm dia pipe. |
| 30 | SV-2 :-Constructing of Brick masonry Sluice Valve Chamber 900mm (I) x 900mm (B) x 1250mm (H) inside, in 230mm brick work in cement mortar 1:5 (I cement) : 5 coarse sand and precast R.C.C. cover slab in prop. 1:2:4 mix (I cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) reinforced with 10mm M.S. bar @ 150mm centre both ways tying with 20 gauge black annealed wire including necessary earthwork (excavation and return filling), 75mm PCC in prop. 1:4:8 (1 cement 1 coarse : 8 coarse agg.) over brick flat soiling and 15mm thick inside plastering and outside plastering (upto 150mm from top) with cement mortar 1:5 (1 cement : 5 coarse sand), complete as per standard dsign, including Supplying, carrying, placing in position, fitting and fixing 100mm/125mm/150mm diametre CID/F sluice valve all complete as directed. 6.03A) For 100mm dia Sluice valve against 110mm dia Distribution pipe line - 1 no100mm dia CID/F sluice valve with cap. wheel as per IS 14846-2000 PN 1.0 with ISI making, 2 Nos. 100mm dia GI Nipple (225mm long), 4 Nos. 100mm dia GI threaded flange, 2 Nos. 110mm dia UPVC Flange, 28 Nos. Bolts & Nuts and 6 Nos. 3mm thick rubber insertion sheet 100mm dia pipe |
| 31 | B) For 125mm dia Sluice valve against 140mm dia Distribution pipe line - 1 no125mm dia CID/F sluice valve with cap. wheel as per IS 14846-2000 PN 1.0 with ISI marking, 2 Nos. 125mm dia GI Nipple (225mm long), 4 Nos. 125mm dia GI threaded flange, 2 Nos. 140mm dia UPVC Flange, 30 Nos. Bolts & Nuts and 6 Nos. 3mm thick rubber insertion sheet 125 mm dia pipe. |
| 32 | C) For 150mm dia Sluice valve against 160mm dia Distribution pipe line - 1 no 150mm dia CID/F sluice valve with cap. wheel as per IS 14846-2000 PN 1.0 with ISI making, 2 Nos. 150mm dia GI Nipple (225mm long), 4 Nos. 150mm dia GI threaded flange, 2 Nos. 160mm dia UPVC Flange, 30 Nos. Bolts & Nuts and 6 Nos. 3mm thick rubber insertion sheet 150mm dia pipe. |
| 33 | CONSTRUCTION OF BULK FLOW METER ,1: Providing, installation, testing and commissioning of Flow Meter with removalmechanism class \"B\" conforming to ISO: 406/1/1 including all materbials (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 respects as per technical specification and as per direction of Engineer.7.02BF M80 for DN 80 mm |
| 34 | BF M100 for DN 100 mm |
| 35 | BF M150 for DN 150 mm |
| 36 | SUPPLYING, INSTALLATION, TESTING AND COMMISSIONING OF CLEAR WATER PUMP SET OF DIFFERENT CAPACITY,1/JJM: Supplying, installation, fitting & fixing, testing and commissioning ofElectric driven 3-phase (for 5HP/7.5HP/10HP/12.5HP) / Single phase for 1 HP / 2 HP / 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 / 415V, 50 Hz input power with DOL Starter / Star delta Starter including Electric Control panel board enclouser made of MS Sheet duly painted with Anti-corrosive paints complete, fitted with all electrical accesories 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 necessarhy materials for the same, including cost of CC pump foundation with base plate complete and other accesories and labour charge for installationof the pump etc. all complete as specified and directed by the Department with One year warranty from the date of commissioning and satis factory 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 manufacturing shall have to be submitted :Clear Water Pump,49)3-Phase 5.00 HP Pump. |
| 37 | SUPPLYING, FITTING, FIXING, TESTING AND COMMISSIONING OF CWPM OF DIFFERENT DIAMETERS,1/JJM: Supplying, laying, fitting & fixing GI (Medium Class) Pipe Conforming to IS-1239 (pt-I) 2004 (Amended 2010) including GI specials and jointing materials, cutting of pipe materials and necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering including bailing out water where necessary all complete and also necessary testings and commissioning as per direction of the department. 7.07100 mm dia G |
| 38 | 80mmdia GI |
| 39 | 1/104 :- Construction of Pump House of size 3.00 m x 3.00 m x 3.00 m including necessary earthwork, 100 mm thick PCC in prop. 1:3:6 over flat brick soling foundation of size 0.80 x 0.80 m x 0.15m (Depth) with 12 mm dia main reinforcement @ 120mm c/c both sides and 12mm dia main reinforcement for columns of size 0.20 x 0.25 with 6 mm dia stirrup @ 150mm c/c, RCC M20 roof of thickness 100mm with 10mm dia reinforcement @ 120mm c/c, 15mm thick plaster including shuttering. Providing and laying plain/reinforced CC work with coarse sand & 20mm down graded stone aggregateincluding dewatering if necessary, and curing complete. Including 1st Class brick work of 108mm thickness and providing wood workin frame (Chowkat) of door window and other similar works as directed (a) With 1st Class Timber Hollock/Bonsun along with fitting and fixing 1st class local Wood/Gamari Bonson/Hollock/Sundi battend ledged and braced door. Including 65mm thick Cement Concrete flooring considering of 50mm under layer of 1:3:6 and 15mm thick cement plastering in cement mortar 1:4 all completes as per direction of the deptt. Approved good for construction drawing will be issued by the Department.(Size : 4.00x4.00x3.30 m) |
| 40 | 1/142:- Providing Functional Household Tap Connection includingearth work 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 15mm (i.e. ranging from 63 mm to 160 mm), making holes in the distribution pipe providing 15 mm dia bronze ferrule cock (PN-16) conforming to IS:2692 (1989) as amended fom time to time / Flow control valve of of SS316 with flow of 3 LPM at standard operating pressure 0.5 bart to 1.5 bar of minimum weight 125 gm, connecting it to the saddle piece, providing and fixing 3 layer (Outergreen / GREY coloured UV Stabalised, middle black coloured UV Stabalised and inermost layer white coloured with with antimierobial property) Fusion welded PP-R (Poly propylene-random copolymer) Pipes, SDR 7.4 having thermal stability for hot and cold water supply conforming IS15801-2008of average length 10mm from saddle piece to the standpost (Pipes of make empanelled manufactures and PN-16 Pipe-20 mm OD,SDR-7.4) including all plain PP-R fittings and brass threaded PP-R fitting and clamping, cuttingand making good to the damages, including all taxes and duties as applicable and including the cost of all required labour. |
| 41 | INTERNAL ELECTRIFICATION OF CLEAR WATER PUMP HOUSE ,1/1.1 :-Wiring for light/Fan/Call bell point with 2 x 1.5 sq mm P.V.C. insulted single core unsheathed industrial (Multistrand) cable FR conforming to IS:694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel/ Nicco / Anchor or Equivalent Make as approved by the Deptt.) with flat 19mm ISI marked casing \"n\" capping (AKG / Precision/Presto Plast/Polycab/MW or equivalent make as approved by the Deptt.) in surface system including 6 Amp flush type switch/bell push (Anchor Penta/Gold medal/Kolor kany.Kom/ Havells or equivalent make as approved by the Deptt.) GI/MS switch board (ISI marked) half conceal on wall with phenolic laminated sheet cover, ceiling rose (Anchor/ Gold medal/ Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.) etc. complete as directed and specified by the(a) Short point up to 3.00 mtr length. |
| 42 | 2/1.2 :-Wiring to 5 a pin 6 Amps plug point with 1.5 sq mm P.V.C. insulted single core unsheathed industrial (Multistrand) cable FR conforming to IS:694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel/ Nicco / Anchor or Equivalent Make as approved by the Deptt.) with flat 19mm ISI marked casing \"n\" capping (AKG / Precision/Presto Plast/Polycab/MW or equivalent make as approved by the Deptt.) in surface system including 6 Amp flush type switch/bell push (Anchor Penta/Gold medal/Kolor kany.Kom/ Havells or equivalent make as approved by the Deptt.) GI/MS switch board (ISI marked) half conceal on wall with phenolic laminated sheet cover, ceiling rose (Anchor/ Gold medal/ Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.) etc. complete as directed and specified by the(a) Short point up to 3.00 mtr length. |
| 43 | 3/1.7 :-Wiring for drawing sub-main line with 2 x 1.5 sq mm P.V.C. insulted single core unsheathed industrial (Multistrand) cable FR conforming to IS:694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel/ Nicco / Anchor or Equivalent Make as approved by the Deptt.) with flat 19mm ISI marked casing \"n\" capping (AKG / Precision/Presto Plast/Polycab/MW or equivalent make as approved by the Deptt.) With 2x1.5sq. mm. cable in flat 19 mm ISI marked casing \"n\" capping system . |
| 44 | 4/11.1 ;-Supplying and fixing of Switch/Socket flush type (Anchor Penta PC CHERRY / Gold medal /Kolor kany.Kom./Havells or equivalent make as approved by the Deptt.) on the existing PVC/ MS board including connection as approved by the Deptt.) complete as required. |
| 45 | 5/11.2:-Supplying and fixing of Switch/Socket flush type (Anchor Penta PC CHERRY / Gold medal /Kolor kany.Kom./Havells or equivalent make as approved by the Deptt.) on the existing PVC/ MS board including connection as approved by the Deptt.) complete as required. |
| 46 | 6/11.10:-Supplying and fixing of batten holder 9anchor penta PC CHERR/ Gold medal/Kolor kany.kom/havells or equivalent make as approved by the Deptt.) on the existing PVC/ MS board including connection as approved by the Deptt.) complete as required. |
| 47 | 7/11.25 :-Supplying and fitting of 11/15 Watt CFL lamp in the existing batten holder/angleholder/decorativebracket/bulkhead fitting/ pendent holder etc. as specified and directed by the deptt |
| 48 | 8/15.12 ;-Supplying with fitting and fixing sheet, phosphatased, powder painted dust & vermin proof Double door IP-43 double door surface mounting TPN MCB DB incorporated with bas-bar, Neutral link, Earth bar and din rail etc. fitted on wall with grounting nuts & bolts as required complete with making necessary connection as approved, specified and directed by the deptt. 7.19Schneider neo break, C&S, Havells, INDOASIAN, HPL or equivalent as approved by the Deptt.)make) I way TPN (4 + 12) double door |
| 49 | 9/12.2 ;- Supplying fixing I.C.T.P. and N link Main Switch with rewire able fuses of 500 Volt grade (HPL/GECO/ANCHOR or equivalent make) including drilling boards/iron frames and fixing with bolts and nuts and connection as approved by the Deptt.) complete as required.60/63 Amps Capacity T.P.N |
| 50 | 10/22.7 :-Supply, installation & testing of G.I. earth station with perforated 40mm dia and 4.50 Meter lonf hardy duty G.I. pipe with necessary 40mm dia. G.I. Fittings such as Socket, Tee, Elbows, Nipple and 50mm x 40 mm G.I. reducing socket for funnel including locking arrangement 300 mm x 300 mm x 6 mm hinged cover C.I. earth playe complete with digging of earth pit, construction of brick chamber and plastering of both inner & outer surface of wall as specified and directed by the Department. |
| 51 | 11/22.15 ;-Supplying and laying of 6 SWG G.I. earth from Earth Electrode (below G.L.) to electrical switch gears or electrical machinaries including making necessary connection as approved, specified and directed by the Departmen. |
| 52 | 12/32.1.4:- Supply and laying of following size PVC/XLPE insulted and PVC sheathed 101 KV G Solid Aluminium conductor up to 10 sq mm balance stranded conductor, XLPE Insulted, cores laid up, PVC tape inner shethed, Armour (Aluminiumfor single core up to 70 sq mm balance Aluminium strip, Galvanised for cables up to 2 x 10 sq mm 3 x 10 sq mm, 4 x 6 sq mm balance all galvanised steel strip), extruded PVC Type ST2 sheathed, 650/1100V grade as per IS 7908 (Part-I) 1988 armoured U.G. cable laid in ground/partially in air (as required for termination over ground including excavation of cable trench up to depth of 75 cm, refilling, protective brick covering, Sand Cushioning etc. complete handling of surplus spoil, debirs et to proper place as specified and directed by the deptt. (Nicco /Havells /RPG /CCI/ Polycab/Gloster/Finnolex make)4 Core 16 Sqmm |
| 53 | REPLACEMENT OF ARMOURED CABLE , 1/22.15: Supplying, including installation, commissioning of vermin and dust proof totally enclosed cubical indoor type floor/wall mounting compartmentalize panel board of size 1.1m x 1.0m x 0.40m made of 16 SWGI.66 m thick C.R. s heet and 35mm x 35mm x 5mm size angle having 4 no legs at the bottom complete planting with 2 coats of Red Oxide metal primer and 2 coats of Enamel paint. The panel board is to be erected 1:3:6 PCC founadation including brick soiling / grounting etc. complete neatly wiring done with provision for one no 400 A 4pole 415V MCCB or Switch Fuse Unit as incomer and provision for 2nos DP or TPN out going as specified and directed by the deptt. conforming to IP 43 protection comprising of the following electrical items:-1.40mm x 5mm 4 strip copper Bus-Bar 1.0M length each i 20mm x 3 mm4 strnip copper Bus-Bar 0.5 each 2 sets2.Digital 3 Phase Voltmeter Accuracy class 0.5-1 no3.Digital 3 Phase Ammeter Accuracy class 0.5-1 no4.Pilot Lamp with intergal ckt LED 110 - 230 V (Red, Yellow, & Blue - 3 no5.Voltmeter & Ammeter Selector Switch - 2 no6.2 A Slide fuse unit - 3 nos (Incoming & Outgoing Switch Gear of reqd. rating will be measured and |
| 54 | CONSTRUCTION OF BRICK BOUNDARY WALL,1/133: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, 100mm thick PCC in proportion 1:3:6 over flat brick soiling, with brick work in cement mortar in proportion 1:4 with 230mm thick first class brick in sub-structure upto plinth level and 112mm thick above plinth up to height of 1.5m and providing RCC pillar of 0.20m x 0.20 m x 1.50 meter height above GL at 3.0 meters apart and for each gate 2 nos, posts of size 0.30m x 0.30m x 1.60 meter above ground level, tie beam of 0.20m x 0.25m cross section, 6 nos. 12mm dia main bar for each gate post and 4 nos for each bounadry columns and stirrrups @ 150mm c/c and plstering in proportion 1:4, and colour washing with lime of approved brand including from work, shuttering and shoring all complete as per approved good for construction drawing as directed and specified by the Department |
| 55 | Earth Filling work, 1/1.4 :Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified, including forest royalty within didtance of 8.00 KM (forest royalty shall be reimbursed on production of necessary certificates from the forest authority duly countersigned by D.F.O. concerned). |
| 56 | 1/30.1 ;-Construction of approach road and box culvert by excavating necessary earthwork, including dewatering, stabalising side earth, preparation of sub-soil with 100mm thick PCC in prop. 1:3:6 with coarse aggregate of sizes 13mm ti 32mm over flat brick soling, Providing from work of 38 mm thick ordianary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc. Providing 10 mm thick precast R.C.C. slab over drain in prop. 1 : 1.5 : 3 reinforced with 10mm MS Bar @ 150mm centre both ways tying with 20 gauge black annealed wire providing 20mm 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. |
| 57 | CONSTRUCTION OF APRON, DRAIN PLINTH PROTECTION: 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 15mm thick cement plaster in single coat as directed by the Department. |
| 58 | Providing plinth protection with bricks flat laid in cement moratr 1 : 4 and finished with 15 mm thick cement plaster in prop. 1 : 2 with a floating coat of neat cement finish. (weidth to be considered 60 cm). |
| 59 | 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 slury as directed with necessary shuttering for sides and earth work in excavation of founadtion trenches and refilling the sides after completion of work etc. as specified. i) 300mm wide and average 150mm deep with bed slope 1 in 150 with initial depth of 100mm |
| 60 | SUPPLYING FITING, FIXING OF SIGN BOARD: Making Sign Board of size 3 m (W) x 1.2 m (H) with 50mm MS square pipe supporting postin a frame of 32 mm MS square boundary pipes with 3 nos 25mm 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. |
| 61 | CONSTRUCTION OF LOW COST LATRINE 2 (TWO) PIT WITH SUPER STRUCTURE:Earth work in excavation for foundation trenches of walls, retaining walls footings of columns steps & septic tank etc. including refilling (return) the quantitiy as necessary after completion of work, breaking clods in return filling, dressing, watering & ramming etc. & removal of surplus earth with all lead & lifts as directed & specified in following classiafications of soils including bailing out water necessary.A) Up to a depth of 2m below the existing ground level. |
| 62 | Plain cement concrete work with coarse agg of sizes 13mm to 32mm in foundation bed for footing steps, walls brick work etc. as directed and specified including dewatering if necv & curing complete (shuttering where necv shall be measured & A) In prop. I Cement : 3 Sand : 6 coarse aggregate by volume (Using mixture) |
| 63 | Providing soling in foundation and under floor with stone/best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as dircted including all labour and material and if necessary dewatering complete.A) Brick on flat soling |
| 64 | Brick work in cement mortar with 1st class brick including racking out joints and dewatering if necessary, and curing complete as directed in sub-structure up to plinthA) In prop. 1 : 3 |
| 65 | Earth / sand filling in plinth in layer not more than 150mm thick including necessary, carriage, watering, ramming etc complete as directed and specified including payment of land compensation Forest Royality, sales tax and other duties and taxes as may be necessary. A) With silt predominately non plastick by truck carriage by loding & unloding. |
| 66 | 1st Class brick nogged wall in cement mortar including racking out joints and curing complete as directed (producing MS rod/Torsteel of column to be embedded in cement mortar and will be measured and paid separately). B. 75mm thick |
| 67 | 15mm thick cement plaster in single coat on fair side of brick/concrete wall for interior plastering upto 1st floor level including arises internal rounded angels, chamfers & in rounded angles not exceeding 80mm in girth and finished even and smooth including curing complete as directed.b) In cement mortar 1 : 4 |
| 68 | Providing undressed wood work in roof truss, rafters, purlins, Tie and the light including hoisting and fixing in position with necy spikes, nails and kiricide oiling two coats to all timber members and two coats of anti corrosive paint to MS trap (MS flat, angle clits wherever used shall be measured and paid separately.)(c)2nd class treated timber |
| 69 | Providing corrugated galvd. Iron sheet roofing including fitting and fixing necy galvd. J or L hooks, bolts and nuts 8mm dia with bitumen washer 25mm diax3mmthick and 1.6mm thick limpet washer complete excluding cost of roof truss, purlinsC)0.55mm thick |
| 70 | Providing fitting and fixing coloured vitreous water closet squatting pan (Indian type pattern) of size 580x 240mm with 100mm SCI \"P\" or \"S\" trap of Parryware / Hindware / Cers make with all fitting and fixtures complete incl. cutting and making good the walls and floors wherever reqd. |
| 71 | (a) Providing fitting and fixing PVC door shutters of 37mm (single panel seamless finish) of syntex make, at all level made of extruded sections in the configuration of \"A\". The overall dimension is 37mmx90mm, with usal process variation having a wall thickness of 2mm with a variation+0.03mm provided with all plastic reinforced to avoid rusting etc all |
| 72 | Brick on flat floor with 1st class brick and grouted with cement mortar 1:4 (1 cement : 4 sand) including 15mm thick cement plastering in prop. 1:2(1 cement:2 sand) finishing with a floating coat of neat cement finish using cement slurry @ 2.75 Kg per sq.m. floor area and curing complete. |
| 73 | CONSTRUCTION STAFF QUARTER: 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. propviding and laying 25mm thick damp proof course with cement concrete (1:1:5:3) including from work, brick wall of 112mm thick, 15mm thick cement plaster, 65mm thick cement concrete floor consisting of 50mm 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 but hinges with necessay screws, fitting and fixing window 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 Rooting (PPGL), distempering with dry distemper on new wall surface, painting two coats (including priminf 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. SIZE-7.00 X 4.00=28.00 SQM |
| 74 | SUPPLYING, INSTALLATION, TESTING AND COMMISSIONING OF DG: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 panael, 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.KVA-PHASE-Approx size-Approx Wt - COOLING12.5 KVA |
| 75 | CONSTRUCTION OF SHED FOR DG SET : Construction od Assam Type protection room for different size of DG set with PPGI sheet roofing with steel roof truss along with foundation complete as per the specification (specification -A) of Assam type building of APWD schedule of rates for the year 2013-14 all complete as directed by the Engineer-in-charge (rates to be quoted as plinth area rates) |
| 76 | PWD ROAD CROSSING FOR LAYINGDISTRIBUTION SYSTEM,1/10.5.1(PHE): Labour change for making bore hole horizontally road or embankmentfor crossing of distribution pipeline l/c fitting fixing of GI casing pipe of reqd. dia excluding the cost of pipe all complete as |
| 77 | 2/9.1.1(PHE) ;-Earth in excavation in foundation trenches l/c refilling the qnty as necessary after completion of work of pipe lines dressing, ramming, watering etc. and removel of surplus earth with 50M lead and lift upto 1.50M all complete i/c dewatering as directed i/c bailing out water where necessary. b) in blastic land, tillah soil, soil mixed with moram gravel and boulders upto one man size. |
| 78 | i) 150 mm dia GI pipe |
| 79 | ii) 125mm dia GI pipe |
| 80 | iii) 100 mm dia GI pipe |
| 81 | Dismantling of Road: Dismantling of existing structures including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres. Interlocking concrete block pavement |
| 82 | Construction of Road: Providing and laying interlocking concrete block pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. |
| 83 | Painting & Finishing work:Applying one coat of distemper primer of approved brand and manufacture on wall surface after thoroughly brushing the surface free from mortar dropping and other foreign matter and including preparing the surface even and sand papered smooth. |
| 84 | Distempering with dry distemper of approved brand and manufacture(two coats) and of required shade on new wall surface to give an even shade after thoroughly brushing the surface free from morter dropping and foreign matter including preparing surface even and sand papered smooth. |
| 85 | Providing one coat of cement primer of approved brand & manufacture on new surface after thoroughly broomong the surface free from mortar droppings & other foreign matter including preparing the surface evev and pump house:wall |
| 86 | Finishing old/ new wall with water proofing weather coal smooth anti-fungal exterior painting of apex brand of asian paints and of required shade after cleaning and clearing the surface etc. including scaffolding complete asdirected all levels/ two |
| 87 | Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on new wall surface (two coats) to give an even shade after thoroughly broomong the surface to remove all dirt and remains of loose powdered materials |
| 88 | Applying priming coat over new wood & wood based surface over 100mm in girth/ width after and including prepare the surface by thoroughly cleaning oil, grease, dirt & other foreign matters, sand papering & knotting. |
| 89 | Painting two coats(excluding primer coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (asian paint/ berger paint/ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surface of all dirt, dust and other foreign matter sand i) surface over 100mm in width or girth. b) high gloss (Asian paint/ berger paint/ ICI paint/J & N paint/ nerolac) |
| 90 | Applying priming coat over new steel and other metal surface upto 100m in width or girth after preparing the surface by throughly cleaning oil, grease, dirt and other foreign matter and scoured with wire brushes, fine steels, a) with ready mixed \"red-lead/ red oxide\" primer. |
| 91 | Painting two coats(excluding primer coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (asian paint/ berger paint/ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surface of all dirt, dust and other foreign matter sand i) surface over 100mm in width or girth.b) high gloss (Asian paint/ berger paint/ ICI paint/J & N paint/ nerolac) |
| 92 | CONSTRUCTION OF CULVERT: construction of sub grade and earthen soulders with approved materials obtained fromborrow pits withall lead and lift, transporting to the site spreading, grading to required slope and compacting to meet requirement of table 300/2 [including land compensation of earth] [including cost of testing materials at site and laboratory as directed by the department.](a) From private land |
| 93 | Extra lead beyond initial lead of 3.00 km |
| 94 | Earth work in excavation for foundation trenches of walls, retaining walls, footings of column, steps and septic tank etc including refilling (return filling) the quantity as necessary after the completing of work, breaking clods in return filling, dressing, watering and ramming etc and removal of surplus earth with all lifts as directed and specified in following classifications of soils including bailing out water where necessary up to a depth of below the existing G.L mentioned in approval drawing & as Specified directed and specified. (A)In ordinary soil: |
| 95 | Providing soiling in foundation and under floor at all levels with best quality picked Jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials complete.(A) Brick flat soling |
| 96 | Plain Cement concrete work with coarse agg of size 13mm to 32mm in foundation bed for footing, step, wall, brick work etc as directed & specified and including curing complete (Shuttering where necy shall be measured and paid separately.)(b) In prob. 1:3:6 |
| 97 | Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed.(a) In Sub-structure upto plinth level including dewatering if necessary (b) In prop. 1:4 |
| 98 | Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc height of propping and centering below supporting floor to ceiling not exceeding 4.0m and removal of the same for in site reinforced concrete and plian concrete work.Foundation, footing, base of columns, pile cap, raft and mass concrete works etc (2) 25mm thick plank |
| 99 | Supplying fitting and fixing in position reinforcement bars conforming to relevant IS code for RCC work/RB walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chair, spacers, etc complete (Up to 1st floor level.) (a)TMT Bar 12mm dia @150 C/C both ways |
| 100 | Providing and laying plain/reinforced cement concrete works cement with coarse sand & 20 mm down graded stone aggregate including dewatering if necy and curing complete but excluding cost of from work and reinforcement for reinforced cement concrete work (from work and reinforecement will be measured and paid separately) Using Mixture Machine (a) In sub structure up to plinth level: Foundation, footing, colimns with base, tie and plinth beam, pile cap, base slab, (a) M15 or in prop. 1 : 2 4. |
| 101 | 10mm thick cement plaster in single coat on fair side of brick/concrete walls for interior plastering upto 1st floor level including areas, rounded angles chambers and/ or rounded angles not exceeding 80mm is girth and finished even and smooth including curing complete as directed. (b) In cement mortar 1: 4Inside: |
| 102 | CONSTRUCTION OF CAGE FENCING WITH MS GRILL ARROUND THE DTW : Providing fitting & fixing MS grill of required pattern for windows/ clestory windows/opening with MS flat at reqd. spacing in frame all round or square or round MS bars with rounded bolls & nuts or secrew.a) omamental grill- fixed to brick work/PCC/RCC a) ornamental grill- fixed to brick work/PCC/RCC(C) Fixed to brick work/PCC/RCC |
| 103 | Earth work in excavation for foundation trenches of walls, retaining walla, footing of columns, steps, tanks etc i/c refilling(return filling) the qty as necessary after completion of the work breaking clods in return filling of dressing watering and ramming etc & removal of surplus earth with 11 lead and lift as directed & specified in following classification of soil i/c bailing out water where necessary as directed and specified. a) In oridnary soil |
| 104 | Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified i/c dewatering if necessary and i/c curing complete (Shuttering where necessary shall be measured and paid seperately.)B) In prop. 1:3:6 |
| 105 | FOR TRAIL RUN -Labour charge for repairing of pipe line of distribution system and pumping main during trial run of the scheme incl. repairing each and every fault arises during trial run, internal connections, distribution system, raw water pumping main incl. disinfections of reservoir etc all complete as directed. 13.05 Plumber |
| 106 | Skilled labour |
| 107 | Higher charge of diesel driven centrifugal pump set 500 LPM, 20 M head including cost of fuel and lubricant.Cossidering 6 hours running per day for 4 days. |
| 108 | 90 HDPE pipe:6 mtr |
| 109 | 75 HDPE pipe:6 mtr |
| 110 | 63HDPE pipe:6 mtr |
| 111 | Solvent cement= 1 Ltr |
| 112 | Bleaching power: 25 kg |
| 113 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). 14.02Pile (M25) Dia 450 |
| 114 | Cost of APDCL Power line and sub station |
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