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Augmentation Safe Drinking Water Supply Scheme For Village Bhullerian Block Malout, EE,WSS DIV MALOUT-Punjab

Water Supply And Sanitation Department-WSSD has published Augmentation Safe Drinking Water Supply Scheme For Village Bhullerian Block Malout. Submission Date for this Tender is 28-12-2020. Water Supply Project Tenders in EE,WSS DIV MALOUT Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

26098922
Augmentation Safe Drinking Water Supply Scheme For Village Bhullerian Block Malout
Open Tender
Indian
Punjab
EE,WSS DIV MALOUT
28-12-2020

Tender Details

Augmentation Safe Drinking Water Supply Scheme For Village Bhullerian Block Malout

Key Value

Document Fees
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EMD
INR 365000.0 /-
Tender Value
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BOQ Items

NAME OF SCHEME:- AUGMENTATION SAFE DRINKING WATER SUPPLY SCHEME FOR VILLAGE BHULERIAN BLOCK MALOUT DISTT. SRI MUKTSAR SAHIB (UNDER PRWSSIP-WATER LOGGED SCHEMES) NAME OF WORK:- BID DOCUMENTS FOR "INTAKE PIPE CHANNEL, RCC SUMP, PUMP HOUSE NEAR CANAL, PUMPING MACHINERY IN PUMP HOUSE AT CANAL, CONSTRUCTION OF S/S TANK, S/S WELL, PUMP CHAMBER(6.10x4.88 mtr), REPAIR OF EXISTING FILTER BEDS, CONSTRUCTION OF CLEAR WATER TANK DIA 6.00 MTR WITH WORKING DEPTH 2.00 MTR, CONSTRUCTION OF RCC OHSR OF 50 CUM CAPACITY WITH 20 MTR HEIGHT UPTO FSL, PIPE LINE AT HEAD WORKS, SITE LAYING AT HEAD WORKS, PROVIDING AND INSTALLING OF PUMPING MACHINERY (RAW WATER ELECTRIC MOTOR WITH PUMPING SET DISCHARGE 6 LPS WITH HEAD 12 MTR (2.50 BHP), CLEAR WATER ELECTRIC MOTOR WITH PUMPIMG SET DISCHARGE 6 LPS WITH HEAD 25 MTR. (5.00 BHP), RAW WATER ELECTRIC MOTOR WITH PUMPING SET AT CANAL DISCHARGE 33 LPS, HEAD 23 MTR(17.5 BHP) PROVIDING & LAYING DISTRIBUTION SYSTEM AND PROVIDING & FIXING WATER CONNECTION WITH WATER METER, CHLORINATION PLANT, AND PROVIDING AND INSTALLING OF PRESSURE SAND FILTRATION PLANT OF CAPACITY 20 CUM/HR DISCHARGE AND ALL OTHER WORKS CONTINGENT THERE TO".
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Carriage of Jallalabad sand (Lead 90 Km) \n6 Km to 90 Km t1 123 Cum
2 2 Carriage of Pathankot Sand + Bajri (Lead 320 Km) \n6 Km to 320 Km t2 160.3 Cum
3 3 Carriage of Filter Media (Lead 320 Km)\n6 Km to 320 Km t3 21 Cum
4 4 Earth work excavation in ordinary soil exclusive of compensation of earth (g) Compaction :- \n(i) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling..\n(ii) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. t4 2126.25 Cum
5 5 (iii) Extra for rolling to specifications Earth filling t5 2126.25 Cum
6 6 Extra for wet earth work from bottom of excavation upto level of sub soil water t6 50.79 Cum
7 7 Extra for wet earth work from level of sub\nsoil water upto 30 cm above t7 7.13 Cum
8 8 Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. t8 25.72 Cum
9 9 Shuttering for faces of concrete foundation and foundation beams (Vertical or battering) t9 12.8 Sqm
10 10 Centring and shuttering for faces of walls, partitions,retaining walls and the like (vertical or bartering including attached pillasters buttersses etc. when curved. t10 230.19 Sqm
11 11 Centering & Shuttering for sides and soffits of beams Girders, Lintels etc. t11 9.36 Sqm
12 12 Centering and shuttering for flat surface such as suspended floors, roofs, landing, chhajjas, shelves etc. t12 66.46 Sqm
13 13 Centering & Shuttering for RCC domes t13 30.04 Sqm
14 14 Cement concrete 1:8:16 With brick ballast 32mm / 40mm gauge mixing by mechanical means using concrete mixer volumetric type t14 6.95 Cum
15 15 Cement Concrete 1:8:16 with 40 mm gauge stone aggregate using concrete mixer volumetric type. t15 1.16 Cum
16 16 CC 1:4:8 with stone ballast 40mm gauge using concrete mixer volumetric type. t16 18.91 Cum
17 17 Cement concrete 1:2:4 with stone ballast or single block to fix floating arm using concrete mixer volumetric type. t17 0.2 Cum
18 18 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement, centring and shuttering in foundation and plinth. t18 0.22 Cum
19 19 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth. t19 16.8 Cum
20 20 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Superstructure. t20 2.02 Cum
21 21 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Superstructure. t21 6.29 Cum
22 22 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Superstructure. t22 33.35 Cum
23 23 DPC 4 cm thick of Cement Concrete 1:2:4 with two coats of bitumen 20/30 penetration at 1.65 kg per sq.mt. laid in hot and sanded. t23 2.74 Sqm
24 24 Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines. t24 7.57 Sqm
25 25 First class burnt brick work laid in cement sand\nmortar 1:5 in foundation and plinth t25 12.48 Cum
26 26 First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. t26 38.47 Cum
27 27 115 mm thick brick wall work in cement sand mortar 1:4 without reinforcement in super structure t27 2.74 Sqm
28 28 Hoisting RCC bed plates and placing in\nposition. t28 3 Cum
29 29 Terracing consiting of tiles 2.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing t29 38.96 Sqm
30 30 Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. t30 3 Each
31 31 Bottom Khurra on ground 1.2m x 0.6m consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5mm thick cement plaster 1:3. t31 3 Each
32 32 Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. t32 9.6 mtr
33 33 Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.\n t33 3 Each
34 34 Providing and fixing 110 mm dia. U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. t34 3 Each
35 35 Conglomerate floor 40mm thick cement concrete 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling. using mechanical mixer for mixing of material t35 7.47 Sqm
36 36 Sand filling under floor and in wells of bridge\nfoundation including handling withing 100 metres t36 5.28 Cum
37 37 40mm thick grey terrazo topping rubbed and polished to a granolithic fincish under layer 34mm thick cement concret 1:2:4 and top layer 6mm thick with 3mm gauge white marble makrana chipping from indigenous marble laid in 1:1½ (50 Kg of ordinary grey cemetn and 0.05 cum of white marble chippings) t37 29.77 Sqm
38 38 Providing & fixing glass strips 4mm thick in floors\nb) 40 mm wide t38 37.82 mtr
39 39 Cement Pointing 1:2 flush on flat brick flooring. t39 760.5 Sqm
40 40 Cement Pointing 1:2 flush on Brick on edge flooring. t40 12.71 Sqm
41 41 12.5mm thick cement plaster 1:2 t41 15.46 Sqm
42 42 12.5 mm thick cement plaster 1:2 Cement rendering on plaster 1mm thick t42 2.97 Sqm
43 43 12.5mm thick cement plaster 1:3 t43 350.46 Sqm
44 44 12.5mm thick cement plaster 1:4 inside wall of P.C t44 74.67 Sqm
45 45 Plastering on under side of ceiling 10mm thick cement plaster 1:3. t45 62.95 Sqm
46 46 12.5mm thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65Kg. Per Sqm laid hot and\nsanded t46 10.1 Sqm
47 47 Mud plaster 25 mm thick without gobri leeping including all materials on floors & roofs. t47 760.5 Sqm
48 48 Cement Pointing 1:2 deep variety. t48 82.89 Sqm
49 49 Extra for 4mm thick addition cement plaster 1:4 (On LDPE film) 6mm thick cement plaster covered t49 2132.5 Sqm
50 50 White washing (two or more coat) t50 65.84 Sqm
51 51 White washing (Three coats) t51 96.75 Sqm
52 52 Finishing walls with water sotuble exterior paint such. t52 251.01 Sqm
53 53 Painting two coats including priming coats on new wood work t53 22.38 Sqm
54 54 Hollock wood doors shutter windows shutter including hinges, screws, chocks, cheats, stops cords etc. complete fixed in position. t54 12.18 Sqm
55 55 Hollock wood cup board shutter with plywood panels or faced on both side fixed in position (excluding the cost of handles, bolts hasp with staple but including the labour for fixing them)\n(b) 25mm thick t55 1.2 Sqm
56 56 Nuts & Bolts of all sizes and length required t56 30 kg
57 57 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete t57 42.85 per Qtl
58 58 Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD cification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete\n(b) Doors and windows frame of size 113mm x 60mm with 35 mm wide single rebate weighing 3.38 kg per meter.\n t58 42.36 mtr
59 59 Providing, Laying, fixing & jointing of PVC pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in charge) along the trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing & testing including cost of specials & Excavation manually & back filling complete as per specification.\n63mm o/d (6 Kgf./cm2)\n t59 144 mtr
60 59.01 90mm o/d (6 Kgf./cm2) t60 8911 mtr
61 59.02 110mm o/d (6 Kgf./cm2) t61 1863 mtr
62 59.03 160mm o/d (6 Kgf./cm2) t62 79 mtr
63 60 Providing, Laying, fixing & jointing of PVC pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in charge) along the trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing & testing including cost of specials & Excavation mechnical & back filling complete as per specification for more than 3 Mtrs street width.\n63mm o/d (6 Kgf./cm2) t63 96 mtr
64 60.01 90mm o/d (6 Kgf./cm2) t64 5961 mtr
65 60.02 110mm o/d (6 Kgf./cm2) t65 1252 mtr
66 60.03 160mm o/d (6 Kgf./cm2) t66 82 mtr
67 60.04 200mm o/d (6 Kgf./cm2) t67 2520 mtr
68 61 Providing Stringing out, cutting Jointing &testing for C.I. Double Flanged pipes with casted flanged as per IS:7181, class-B(ISI marked with the prior approval for Engineer-in-Charge) and laying the same in trenches to correct alignment and gradients jointed with nut bolts and rubber Insertion fitted complete including all cartage .(d) 200mm i/d\nc) 150 mm i/d t68 4 mtr
69 61.01 b) 100 mm i/d t69 10 mtr
70 62 Supplying and laying C.I. specials as per IS:1538 complete as desired by Engineer-in- Charge conforming to ISI specifications. Note: If C.I specials of ISI Marked is used\nintead of specials confirming to ISI Specifications , than 10% extra on rates of this item will be paid.\na) C.I. specials upto 300mm i/d t70 245 Per kg
71 63 Providing & fixing C.I/D.I. flanged end, stem of SS (AIS 1410) and Bronzel (gunmetal) working parts sluice valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approved of Engineer-in-charge) \n Class PN-1 as per ISI\n(a) 80 mm i/d Sluice Valve Flanged t71 34 Each
72 63.01 (b) 100 mm i/d Sluice Valve Flanged t72 15 Each
73 63.02 (c) 150 mm i/d Sluice Valve Flanged t73 8 Each
74 63.03 (d) 200 mm i/d Sluice Valve Flanged t74 4 Each
75 64 Providing & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS-5312/2004 in pipe lines including jointing & cost of Nut Bolt, rubber insertion etc. Complete Note: If Non-return vlaves class PN-1.6 is used instead of class PN-1.0, than 5% will be paid extra.\n(d) 150mm i/d t75 1 Each
76 64.01 (c) 100mm i/d t76 2 Each
77 65 Providing, fixing and jointing Cast Iron surface box for Sluice valve, Air valve, Fire hydrant etc. including all carriages complete t77 117 kg
78 66 Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass,including cost of Specials such as tees, bends, sockets elbow etc., cutting,threading and testing in trenches in the ground complete.\n(e) 50mm i/d t78 30 mtr
79 67 Providing, fixing and jointing ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe line laid in the ground or inside buildings including all carriage complete.\n(e) 50mm i/d t79 3 Each
80 68 Providing and placing in horizontal layers filtering mei/d screened, washed and cleaned as described below :-\nTop layer :----- Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4mm with uniformity coefficient 2.00 to 3.00) from Pathankot or other approved source. t80 21 Cum
81 69 Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawing of public health department. (Size 0.60 x 0.60 Mtr.) t81 49 Each
82 69.01 (Size 0.90 x 0.90 Mtr.) t82 10 Each
83 70 Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar\nworks having straight or open cuttings in foundations trenches etc. with 3D Excavator/JCB including manually dressing of bed,trimming of sides and side slopes to full\ndimension and depth as shown on the drawings or as shall be required by Engineerin-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/ structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. t83 32.06 Cum
84 71 Excavation in Soil (any type) using Hydraulic\nExcavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. t84 47.92 Cum
85 72 First Class Brick on edge paving or flooring laid over and in cement sand mortar 1:5 in ordinary bonded courses or in herring bone or other special courses, to template, over dressed foundation and to correct longitudinal and cross slopes as shall required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds. t85 191.99 Sqm
86 73 First class flat brick paving or flooring laid over and in cement sand mortar 1:5 in ordinary bonded courses or in herring bone or other special courses, to templates, over dressed foundation and to correct longitudinal and cross slopes as shall be required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds. t86 3496.26 Sqm
87 74 Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete opping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).\n(iii) Medium duty t87 2 Each
88 75 Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm nd over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. t88 20 Each
89 76 Recessed conduit pipe wiring system wiring in PVC insulated aluminum conductor cable left base(Un-sheeted) in welded conduit pipe(1.60mm thick) recessed in wall etc., complete with cast iron box for having fan regulators, wall sockets and switches etc. and covered with 5mm thick Brown/ bakelite/ white/ glazed/ Translucent backside painted with matching colour of the surrounding sheet 5mm thick and flush piano type switches, wall sockets and ceiling rose etc. including cost of cutting and filling up of chases.\n(I) a Fan points 1.5 mm² (1/1.40 mm) cable t89 1 Each
90 76.01 (ii) Light points 1.5 mm² (1/1.40 mm) cable t90 2 Each
91 76.02 (iv) Wiring 3 Pin 6 AMP plug control t91 1 Each
92 77 Recessed conduit pipe wiring system wiring in PVC insulated aluminum conductor cable left base(Un-sheeted) in welded conduit pipe(1.60mm thick) recessed in wall etc., complete with cast iron box for having fan regulators, wall sockets and switches etc. and covered with 5mm thick Brown/ bakelite/ white/ glazed/ Translucent backside painted with matching colour of the surrounding sheet 5mm thick and flush piano type switches, wall sockets and ceiling rose etc. including cost of cutting and filling up of chases.\n(I) wiring fan points 1.5 mm² (1/1.40 mm) cable t92 1 Each
93 77.01 (ii) Light points 1.5 mm² (1/1.40 mm) cable t93 4 Each
94 77.02 (iv) Wiring 3 Pin 6 AMP plug control t94 1 Each
95 78 Earthing with electrolytic Copper Tape rivetted (with 5Nos. copper rivets)/Steel Nut & bolts (with 4Nos. 32mm long, 8mm thick with washer and double nut) to 30cm x 120cm x 2mm thick copper plate (made cylindrical) burried 4.50 metre (14.76 feet) below ground level in the hole of excavation having bore dia.125mm and surrounded by salt & charcoal dust mixture (20 kg.) including fixing the Copper Tape recessed in wall and in floor etc., up to 8metre in Length (including bore Length). G.I. pipe 20mm dia. (A-class), 3metre long should be laid in the hole of excavation 1 feet below ground level and having GI Reducer 50mm x 20mm with PVC Cap (For pouring water) fixed on the top level of the pipe. 300mm x 300mm x 300mm deep haudi of First class bricks finished with 1:4 cement plaster and haudi covered with cast iron lid having size 300mm x 300mm (Heavy) around the hole of excavation:-\na) Earthing with 20mm x 3mm Copper Tape\n(upto 8Metre in Length) t95 3 Each
96 79 Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with\nrubber tyton joints fitted complete including all cartage, cost of rubber ring. 100mm i/d t96 95 mtr
97 79.01 150mm i/d t97 30 mtr
98 80 Providing and Placing Tibba Sand including Carraige.\n(a) Bed (25mm thick) \n(b) For embankment\n(c) Earth filling in existing tank t98 1063.13 Cum
99 81 Providing & placing LDPE 250 micron film on side slope & in bed including over lapping over the 25mm thick mud plaster. t99 2311.34 Sqm
100 82 Providing & Fixing floating arm in position complete with sluice valve long spindle band wheel brackets and guides complete in all respects. \n150mm i/d 2.85 Mtr Long t100 1 Each
101 83 Providing solvent free epoxy resin primer for protective coatings – Procoat SNC or Zoriprime EPF or Equivalent (Coverage : 3 Kg unit covers about 13m2 for DFT of about 120 micron.)- three coats for inside of the water tank including roof dome including VAT and labour Cess. t101 197.81 Sqm
102 84 Providing MS steel square bars of 10mm x 10mm mesh welded with suitable locking arrangement complete in all respects t102 4 qtl
103 85 Supplying & fixing bell mouth with puddle collar Material shall be duty ISI marked and of reputed brand should be used (b) 150 mm i/d t103 6 Each
104 86 Supply of erection of KWH Meter on any existing surface with G.I. nuts & bolts/rag bolts with nuts and washers including drilling of hole and making connection etc. as required. \na) Single Phase KW M. Meter (Energy Meter) Projection Mounting 2.5/5 Amp. or 10/20 Amp Pointer or cyclodial dial type. t104 1 Each
105 87 Pressure gauge fixed on outlet pipe in pump chamber including copper pipe gate valve t105 2 Each
106 88 Providing & fixing Rubber Jain. t106 42 Each
107 89 Provision for taking out existing filter media (top layer) from filter beds stacking the same out side filter beds and washing cleaning & placing the same into filter beds t107 20 Cum
108 90 Washing of 2nd to 5th layer and placing the same t108 31.2 Cum
109 91 Washing cleaning false floor slab with brush placing the same in original t109 375 Each
110 92 Washing cleaning filter beds with brush in original condition t110 3 Each
111 93 Placing the filter media (top layer) in filter beds (CTP) t111 3 Each
112 94 Provision for making foundation for raw water set and clear water set t112 3 Each
113 95 Provision for internal wiring for machinery with PVC insulated copper wire in PVC pipe (L.S.) t113 2 Each
114 96 Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting\nPVC pipe 63mm o/d t114 240 Mtr
115 96.01 PVC pipe 90mm o/d t115 14851 Mtr
116 96.02 PVC pipe 110mm o/d t116 3106 Mtr
117 96.03 PVC pipe 160mm o/d t117 131 Mtr
118 97 Providing & fixing Water Connection complete in all respect. (As per Analysis) t118 361 Each
119 98 Providing installing testing & commissioning one no. electrically actuated t119 1 Each
120 99 Providing fixing & testing centrifugal pumping set comprising reputed make electric motor 3 Ph 415 V, 50 Hz, directly coupled to pump reputed make motor pump horizontal split casing with panel board consisting of electric appliances. Such as automatic L&T starter, L&T push button, L&T main switch L&T volt meter and Amp. Meter, ELCB Havells, Epcos shunt capacitors, Single phase prevent-er L&T, LED indicator, Kitkat Max, complete in all respect\nRaw water Pumping Set 2.50 BHP t120 1 each
121 99.01 Clear water Pumping Set 5.00 BHP. t121 1 each
122 99.02 Raw water Pumping Set 17.50 BHP.\nAt canal t122 1 each
123 100 Construction of 1 No. RCC OHSR of 50 cum capacity with 20.00 mtr height upto FSL including the cost of inlet, outlet, overflow & scour pipes, CI duck foot bends, expansion joints, puddle collars, lightening conductor, earthing, MS steel ladder of the tank portion stair case with GI pipe railing on both sides ventilation, own design for foundation portion based on actual safe bearing capacity as per DWSS specifications. The difference in quantities from the standard drawing based on 8.75 tonne per sqm safe bearing capacity will be paid as per CSR+ prevailing ceiling premium including plinth protection complete in all respects t123 1 each
124 101 Providing and fixing 400mm dia double reamed pile at 6.50 m length each. As per Annexure-II t124 60 Each
125 102 Provision for 3.62 mtr. wide main gate & 1.22 Mtrs. wicket gate with masonry pillars complete in all respects. t125 1 Each
126 103 Provision for construction of footpath with cement concrete Interlocking paver block in side water works complete in all respects. (As per Analysis) t126 50 mtr
127 104 Providing & Fixing Sign Board at water works t127 1 Each
128 105 Providing & fixing electric fan & regulator etc. Fan shall be duly ISI marked and of reputed brand should be used. t128 1 Each
129 106 Providing & fixing CFL 25 W bulb shall be duly ISI marked and of reputed brand should be used. t129 2 Each
130 107 Providing & fixng light CFL 15 w. CFL bulb shall be duly ISI marked and of reputed brand should be used. t130 2 Each
131 108 Dewatering of Subsoil water t131 3116.5 cft
132 109 Providing, Installing, commissioning of Pressure Sand Filtration Plant of Capacity 20 Cum/hr and operation & maintenance of pressure sand filtration plant of 3 months. Complete in all respects as per DNIT Specifications (Annexure-A) & Special conditions (Annexure-B) attached . t132 1 job
133 110 Credit of existing old Machinery t133 1 job
134 111 Opr. & Maintenance of Water Supply for 3 months after completion of works including cost of Alum, liquid chlorine etc. excluding Electricity charges. (3 Month) t134 1 job
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