Renovation of Kaliabor Lift Irrigation Scheme Under SOPD-G for the Year 2025-26 (Phase-I) under Kaliabor-Samaguri Division (Irrigation), Jakhalabandha, Nagaon, Assam.

Amount

Repairing of Mechanical & Electrical Components of Hatimura Intake Point

Repairing of 33 KVA Sub station - 0.5 Class 1 Ph Outdoor CT with GI mounting structure & marshaling Box (Set comprising of three units) 600-300/1-1A, 25kA for 3 sec

Repairing of 2(two) No, 11 kv/33kv VCB H.T. Panel (ABB make) by replacing damaged parts like Curent, Transformer, Closing coil, Auxillary Relay, Indicator lamps etc. including spray painting of burnt area of one panel. Replacement Following of Faulty/ Burnt spars of the panels :

a). Current Transformer of rating 200/100/5A-5A, of burden 15A for meeting and 5P10 for protection, having resin cast indoor type as per 2069 IS etc. complete.

b). Supplying of closing coil of 110V, DC of ABB make.

c). Supplying of Tripping coil of 110V, DC of ABB make.

d). Supplying of 11 Pin auxilliary Relays.

e). Supplying of 110V, DC Indicating lamp, Red, Yellow, Green, Amber, White.

f). Supplying of 110V, DC Indicating lamp, Red, Yellow, Green, Amber, Blue.

g). Supplying of 2.5 Sqmm multistrand gray colour wire including wiring of the control wiring for CT and ancilliary rewiring of the system and cleaning of the panel ferrule, lug, etc. as per requirement.

h). Servicing cum overhauling of 3.3KV HT Panel including cheching, cleaning, lubrication etc. complete along with painting of burnt area with spray painting etc. complete as required

i). Trip Circuit Relay 110V, DC, Make ABB

j). Supplying & laying of 150 Sqmm cable x 3 core pvc insulated alluminium armoured cable from panel board of control room through junction box to 650HP, 3.3 KV Motor.

Supply, fitting, fixing of Consumable & Miscellenious item for smooth operation of pumpsets: Replacement Following of Faulty/ Burnt spars of the panels :

a). Pump oil

b). Rubber gasket 1000 mm inner dia x 1240 mm outer dia x 8 mm thickness

c). Coupling rubber bushing with inside copper lining for coupling nuts & bolts for 650 hp pump set.

d). Gland packing, size=38mm to 50mm

e) . Gland packing, size=38mm to 50mm

f). M.S. Nuts & Bolts 25mm dia x 100mm (L)

g). M.S. Washer (Assorted)

h). W.B. Grease

i). Waste cotton

j). Nylon rope, 25mm

k). M Seal 100gm pkt

l). Compresed leather 6mm thick

m )Labour charge for dismantling Of old unserviceable ones and installation of new ones

Welding and repairing of cracked portion of the barge, damaged floor portion of the barge and repairing of 2two) Nos. of Pontoon.

Fabrication of Timber Country Boat of Size L-5.50 m x B-0.90 m x H-0.46 m(18 ft x 3 ft x 1.5 ft)

Dismantling and repairing of 1 (one) No. Butterfly Gate valve for 650 hp centrifugal pumpset with replacement of all seals, bearing, gasket etc., as directed.

Anchoring Materials of the barge: Supply, fitting & fixing of Wire Rope, Anchor Chain by means of U Bolt etc. 1. Heavy duty Steel wire rope,steel core ,tested quality,galvanized, 6/19 construction as per IS:2266-2002, 19mm dia - 280 m, 2. U – Clamp, 19 mm Ø - 40 Nos, 3. Anchor chain (close link) 16 mm dia - 100.00m

Clearing of jungle at various chainages of Canal system of KLIS

Cutting jungles and trees upto 50 cm girth including uprooting roots and stumps and removing them from site of work etc, complete as directed. i. Light Jungles

Cutting jungles and trees upto 50 cm girth including uprooting roots and stumps and removing them from site of work etc, complete as directed. ii.Medium Jungles

Earthwork in Canals of KLIS

Earthwork in filling in canal embankment, approach road, afflux bund, guide bund etc. to the designed section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia. and uprooting roots and stumps from the seat of embankment and borrow pits area, including breaking clods to not more then 10 mm cube ramming, dressing, watering and roughening the seat of embankment, profiling etc. paying compensation of earth borrowed from private land if any, lead upto 30 M and lift upto 1.5 M complete as directed. (By head lead in sandy, clayey or loamy soil).

Earthwork in excavation of deposited silt mixed with muddy earth, sand, etc. from the canal bed including resectioning, grading the canal bed, bailing out water where necessary and carrying and depositing the suitable spoil on the top of both marginal embankment / side slopes in layers of 15 cm thick and breaking clods upto 15 mm cube by wooden rammer properly as directed lead upto 30 M and lift 1.5 M.

Conversion of HP culverts to Slab Culverts at Various Chainages in the Canal System of KLIS ( Phase-I ) Construction of 3.0 M Clear Span R.C.C. Slab Culvert

Earth work in excavation in foundation of head work in all types of soil as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (including bailing out stagnant rain water where necessary). A. All type of soils except soil mixed with gravel & boulders. (For normal lead of 30.0 m and lift of 1.5 m

Collection of sand gravel (40% sand and 60% gravel of gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For normal road upto 25.0 Km (ii) With Contractor's Profit & GST

Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.5 M, complete as directed.

Cement concrete work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, completeas directed. (Shuttering, scaffolding cost will be paid separately)

Supplying, fitting, fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking, tying, complete as directed.

R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). Shuttering (Column) without Prop.

Earth work in back filling of structure obtained from outside borrow pits filling in 15cm layers, ramming, dressing, watering including paying compensation of land if any (with lead upto 30.0 m and lift 1.50m).

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

Construction of approach road: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement ot Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land

Construction of sub-grade End earthen shoulders with approved material oblainod from borrow pits with all lifls and leads, transporting to site, spreading, grading to required slope and compacted to meet requiremenl of Table 300.2 with lead upto '1000 m as per Technical Specification Clauss 303.'1. (i) Private Land

By Mix in Place Method : Construclion of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method wilh rotavator al OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material

Construction of 6.0 M Clear Span R.C.C. Slab Culvert

Earth work in excavation in foundation of head work in all types of soil as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (including bailing out stagnant rain water where necessary). A. All type of soils except soil mixed with gravel & boulders. (For normal lead of 30.0 m and lift of 1.5 m

Collection of sand gravel (40% sand and 60% gravel of gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For normal road upto 25.0 Km (ii) With Contractor's Profit & GST.

Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.5 M, complete as directed.

Cement concrete work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, completeas directed. (Shuttering, scaffolding cost will be paid separately)

Supplying, fitting, fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking, tying, complete as directed.

R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). Shuttering (Column) without Prop.

Earth work in back filling of structure obtained from outside borrow pits filling in 15cm layers, ramming, dressing, watering including paying compensation of land if any (with lead upto 30.0 m and lift 1.50m).

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

Construction of approach road: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement ot Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land

Construction of sub-grade End earthen shoulders with approved material oblainod from borrow pits with all lifls and leads, transporting to site, spreading, grading to required slope and compacted to meet requiremenl of Table 300.2 with lead upto '1000 m as per Technical Specification Clauss 303.'1. (i) Private Land

By Mix in Place Method : Construclion of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method wilh rotavator al OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification. Clause 401. (ii) For Grading II Material

Construction of Wing Wall of R.C.C. Slab Culvert at Main Canal at Ch. 4457.00 m

Earth work in excavation in foundation of head work in all types of soil as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (including bailing out stagnant rain water where necessary). A. All type of soils except soil mixed with gravel & boulders. (For normal lead of 30.0 m and lift of 1.5 m

Collection of sand gravel (40% sand and 60% gravel of gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For normal road upto 25.0 Km (ii) With Contractor's Profit & GST

Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.5 M, complete as directed.

Cement concrete work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, completeas directed. (Shuttering, scaffolding cost will be paid separately)

Supplying, fitting, fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking, tying, complete as directed.

R.C.C. work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). Shuttering (Column) without Prop.

CC Lining in the U/S and D/S of RCC Slab Culverts of Main Canal.

Labour for preparation of subgrade of lined canal section as per design drawing and grade by ramming and rolled to level and according to the required cross section of the typical lined canal including cutting, filling the existing canal section where necessary compacting the earth in layers in not more than 15 cm thick to form a firm compacted bed & side for lining including watering to obtain required moisture content where necessary etc, complete as directed.

Collection of sand gravel (40% sand and 60% gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and complete as directed.

Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed.

Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.50 M, complete as directed.

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

CC work in proportion 1:1½:3 with hard broken river stone aggregate of size 6 mm to 20 mm including curing, with necessary timber shuttering, scaffolding where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Extension & Renovation of Brick Water Course of 1 Cusec Discharge at various location in KLIS Canal System

Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc.from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, ressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed. (A) In ordinary Soil

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

CC work in proportion 1:2:4 in foundation / abutment /piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately)

River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc, complete as directed as specified.

1st Class brick work in cement mortar in abutment and wing wall ,parapet wall etc. including racking out joints and curing etc. complete. In proportion 1 :4

12 mm thick cement plastering including clearing surface and curing complete as directed in prop. 1: 4.

Earth work in back filling of structure obtained from outside borrow pits filling in 15cm layers, ramming, dressing, watering including paying compensation of land if any (with lead upto 30.0 m and lift 1.50m).

Construction of RCC Slab for Cattle Crossing at different Chainages of Distributary and Minor Canals of KLIS

Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending cranking with two piles 0.91 M(20 BWG) annealed wire hooking tying, complete as directed.

Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). Shuttering (Slab)

RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including curing etc, complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

SOLAR STREET LIGHT

Solar street Lights (With Li batteries): Solar street lights with 75 Wp solar panel, 12 W LED luminaries and 12.8 V-30 Ah Li battery as per MNRE specifications

Repairing & Renovation of Control Room and Rest House at Hatimura Intake Point.

Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m).

Two track two panels sliding door with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system, adjustable nylon rollers with SS 304 body. Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (74 mm & above). (Height upto 2.5 metre)

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:Butt hinges and necessary screws shall be paid separately) (9.5.1) Second class teak wood (9.5.1.1) 35 mm thick shutters

Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead : 15.14.1 Of sectional area 40 square centimetres and above

ItemNo. 13 : Providing undressed wood work in roof frame, truss, purlin etc. including supplying and fixing necessary spike nails, screw, straps, bolts and nuts of 16 mm dia etc, complete with kiricide oiling 2 coats as directed (sal wood).

62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 500x500 mm

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.2 0.80 mm thick with zinc coating not less than 275 gm/m²

Earthwork in filling in Marginal bund / Guide bank /Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layers not exceeding 15 cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat of embankment and borrow pit area, breaking clods not more than 10 mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M, complete as directed

Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.

CC Work in lined canal in prop 1:2:4 with river shingles of size 6 mm to 20 mm free from dust, dirt and other foreign materials conforming to IS 2116-1965 and 542- 1962 as specified by the department, water used for mixing the mortar should be free from all impurities including laying the concrete over the subgrade, moistened thoroughly by hand placing / mechanical placing in canal of not more than 3 M sides with suitable joints in between including providing bed sleepers (cast-in-situ or pre cast) under joints in between including providing all sealing materials as per design and drawing before laying concrete including finishing the surface smooth, clean of all impurities with curing the bed by manual labours and side by sprinkling for at least 28 days etc, complete as directed. (Proper arrangement for obtaining clean water should be made at site).

1st class brick work in cement mortar in abutment and wing wall, parapet wall etc, including racking out joints and curing etc, complete as directed. (ii) in proportion 1:3

12 mm cement plastering including clearing surface and curing, complete as directed. (ii) In proportion 1:3

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer

Providing and fixing Polyethelene-Aluminium- Polyethelene PE-ALPE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in charge. 18.3.6 4050 (50 mm OD ) pipe

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil

Supply of Signboard made of 1.60 mm thiock MS Iron Sheet fitted with Steel Frame of size 1.05 m x 0.75 m fixed with 2 nos 50 mm dia GI (medium) Pipes 2.10 m above m 0.60 m below ground fitted with CC works in proportion 1:3:6 and size 0.45 m x 0.45 m x 0.6 m below ground including painting and approved paint including writing letters complete as directed.

Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern

Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer

Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: 17.9.1 White glazed fire clay kitchen sink of size 600x450x 250 mm

Brass bib-cock 20 mm dia

G.I. pipes 20 mm dia

Polyethylene water storage tank with cover and suitable locking arrangement

C.I. sluice valve (with caps) class I : 200 mm dia

Repairing of 2-Row HP Culvert in Main Canal at Ch.4634.00 m of KLIS

Item No. 22.5. Labour cost for dismantling of old CC canal lining and carriageof the materials and depositing the same in a safe distance as directed complete. : Carriage up to lead of 30.00 m and lift upto 1.50 m.

Item No. 6.7. Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified. (A) In ordinary soil.

Item No. 12.4. Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.

Item no. 12.1. IN PROPORTION 1:1½:3 (M20) A) WITH HARD BROKEN STONE AGGREGATE SIZE 6 MM TO 20 MM RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20mm with proper reinforcement as per design including curing etc, complete as directed with necessary timbershuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).

Item No. 9.1. Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). (C) Shuttering (Column)