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| 1 | Earth work |
| 2 | SH: MASONRY WELL |
| 3 | Earthwork in excavation in structrues as per drawing andMoRT & H technical specifications clauses 304 i.e. setting out construction of shoring and bracing , removal of stamps and other deleterioes materials and disposal of to a lead of50 m dressing of side and bottom and backfilling in trences with excavated suitable materials1) ordinary soilA) By manual means |
| 4 | i) upto 3m depth |
| 5 | ii) 3 m to 6 m depth |
| 6 | iii)above 6 m depth |
| 7 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.-All kinds of soil |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.-All kinds of soil |
| 9 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 10 | Cement concrete work |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:4.1.6) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size) |
| 12 | Reinforced cement concrete work |
| 13 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement--All work upto plinth level: |
| 14 | 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate20 mm nominal size) |
| 15 | 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 16 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 17 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate20 mm nominal size) |
| 18 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo Mechanically Treated bars of grade Fe-500D or more |
| 19 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 20 | Foundations, footings, bases for columns etc. for massconcrete with steel formwork |
| 21 | Lintels, beams, plinth beams, girders, bressumers andcantilevers with shuttering ply |
| 22 | Suspended floors, roofs, landings,alconies and access platform with 12 mm thick shuttering ply |
| 23 | Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 24 | Brick Work |
| 25 | First class brick work in foundation and plinth including cost of all materials as required complete:-6.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 26 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand) |
| 27 | Finishing work |
| 28 | 12 mm cement plaster of mix. In cement mortar 1 : 4 (1 cement : 4 fine sand) |
| 29 | 15 mm cement plaster on the rough side of single or half brick wall of mix: In cement mortar 1 : 4 (1 cement : 4 fine sand) |
| 30 | Extra for plastering on circular work not exceeding 6 m in radius complete. In one coat |
| 31 | 6 mm plaster of mix In cement mortar 1 : 3 (1 cement : 3 fine sand) |
| 32 | Neat cement punning. |
| 33 | Miscilenious Work:- |
| 34 | Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8 |
| 35 | Boulder apron laid dry without wire crates.Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and MoRT&H Technical specifications clause 2503. |
| 36 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 37 | Providing, installation, commissioning and testing of solar photovoltaic water pumping system as per required load for operation of submersible AC solar pump in/c additional 32 mtr. Submersible 3 core coper fiat cable(2.5 sqmm size) along with 40mm GI pipe(medium class)(total 21 mtr. Long column assembly and approx 6mtr. For making connection with delivery pipeline) in/c fitting fixing of necessary GI socket, GI bend, short piece/ nipple, 40mm x 40mm x 25mm GI unequal tee for scour line, GI fullway valve (25mm & 40mm dia) 40mm GI union etc. complete with all electro-mechanical accessories in water supply scheme comprising of SPV arrays contain required number of SPV module with cells of mono/polycrystalline type(As per IEC61215, 61730 & 61701 with RFID) with minimum IP68 protection for junction box, having same capacity, type and specification connected in series or parallel to be obtain the required voltage or current output with minimum PV array of required capacity measured under standard Test conditions (STC). ( Use of PV modules with higher power output will be preferred)along with necessary mounting structure ( hot dip galvanized iron structures of adequate strength and appropriate design suitable for mounting SPV module at a minimum.166.00) i) 2HP submersible AC Solar pump ( flow rate 53-77 cum/day, Head Range 44-33 m) with minimum PV array capacity of 1800 watt( 6 module) measured under standard test conditions (STC) along with hot dip GI mounting structure ( 1 pole suitable for 6 SPV module/pole). |
| 38 | Supplying and fitting fixing of B13(size width 450mm x length 1200mm x height 850mm) fitted with 4 nos support of 75mm x 75mm (6mm thick) M.S angle for embedding in 1:2:4 cement concrete base(size 300 mm x 300mm x 600mm) with proper locking arrangement and coated with anti corrosive paint( both inside and outside) in/c necessary provisions for fitting fixing of single phase motor starter unit, main switch, energy meter etc. Complete as per specification and direction of the Engineer - in - charge. |
| 39 | Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge.i) 2.50 sqmm |
| 40 | Sub- Head:-Laying of pipeline |
| 41 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in -- charge. |
| 42 | For UPVC pipes in new worka). In all kinds of soilFor pipes not exceeding 90 mm dia |
| 43 | For G.I. / C.I. / D.I. pipes in new work ( a). In all kinds of soil)For pipes not exceeding 90 mm dia |
| 44 | Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in -charge. A). Class - 3 ( working pressure 6.0 kg / cm2) |
| 45 | 40 mm OD |
| 46 | 50 mm OD |
| 47 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.External work. |
| 48 | 50 mm dia nominal bore |
| 49 | 40 mm dia. nominal bore |
| 50 | 32 mm dia. nominal bore |
| 51 | 25 mm dia. nominal bore |
| 52 | Providing and fixing C.I. non-return valveofapproved quality as perof CPWD specification and direction of the Engineer - in - charge.50 mm nominal bore |
| 53 | Providing and fixingC.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge.50 mm dia. A) PN - 1.0 |
| 54 | Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and insideplastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 19.34.1 With Second Class bricks |
| 55 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately). |
| 56 | 15 mm dia |
| 57 | 20mm dia |
| 58 | Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge.15 mm nominal bore |
| 59 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 60 | i.) 15 mm dia |
| 61 | ii) 50 mm dia |
| 62 | Providing and fixing G.I. socket as per CPWD specification anddirection of the Engineer - in - charge |
| 63 | i.) 15 mm dia |
| 64 | ii) 25 mm dia |
| 65 | iii) 32 mm dia |
| 66 | iv) 40 mm dia |
| 67 | v) 50 mm dia |
| 68 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. |
| 69 | i.) 15 mm dia |
| 70 | 25 mm dia |
| 71 | 32 mm dia |
| 72 | 40 mm dia |
| 73 | 50 mm dia |
| 74 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge |
| 75 | iii)15 mm dia 225 mm long |
| 76 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different locationas per specification & direction of the Engineer-in-charge.i) 15 mm dia PVC /plastic bib cock |
| 77 | Semi Reflective Traffic SignsB) Direction and place identification signs with size more than 0.9 sqm sign board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with reflective border of 70 mm width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 2 Nos. 47 mm x 47 mm x 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 1701 |
