Construction Of New Building Of Milk Chilling Center Including Civil , Public Health , Electrical Work At Machiwara Under Verka Ludhiana Diary
Tender Value
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Estimated cost
Bid Submission
08 Aug 2020
0 days left
EMD
2 Lakhs
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
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Competition Type
NCB
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Tender
Location / State
Ludhiana → Punjab
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Not Available
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Not Available
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Project Description
Construction Of New Building Of Milk Chilling Center Including Civil , Public Health , Electrical Work At Machiwara Under Verka Ludhiana Diary
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Jul-2020 | Date extend | Date | 27-Jul-2020 |
| 2 | 27-Jul-2020 | Date Extend | Date | 08-Aug-2020 |
BOQ
| Name of Work: Construction of New Building of Milk Chilling Center including Civil, Public Health, Electrical Work at Machiwara under Verka Ludhiana Diary. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | PART A- Civil Works | |||
| 2 | 2 | Earth work in excavation for all type of foundations, footings, trenches, lift well etc. in all kinds of soil where pick-jumper work is not involved and not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent refilling around masonary/concrete etc. in 15cms layers with compaction/ consolidation, including disposal of all surplus soil as directed, within campus / site. | item1 | 377 | Cum |
| 3 | 3 | Earth filling under floors/in plinth with surplus soil excavated from foundations (as per bove) and taken only from outside the building plinth, in 15cms layers including ramming, watering and consolidating as directed by the Engineer-in-Charge. | item2 | 124 | Cum |
| 4 | 4 | Earth filling under floors with approved earth brought from outside (any lead) and filling in 15cms layers including carriage, loading & unloading, ramming, watering and consolidating, complete in all respects as directed by the Engineer-in-Charge. | item3 | 1252.48 | Cum |
| 5 | 5 | Providing and filling in plinth and under floors approved local river sand including carriage loading, unloading, spreading, watering, ramming, consolidating, etc. complete as directed by the Engineer-in-Charge. | item4 | 78.78 | Cum |
| 6 | 6 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS-6313-2001 (Part-2) & using Chemical containing chloropyrifos systemic insecticide diluted to manufacturer’s specifications i.e. 1 Ltr. of choropyrifos and 19 ltr. water:- (i)In foundation pits, by treating the bottom & sides up to height of 300mm by uniformly spraying solution @ 5 litre per sqm. (ii)In the refill earth on both sides of all built up walls @ 7.5 litre / Running meter (width -300mm, depth -450mm).(iii)Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 litre solution per sqm. | item5 | 277 | ltr |
| 7 | 7 | Providing and laying 150 mm thk metal soling in two layers of 75 mm each- metal size 50 mm size with ramming, leveling, and compacting as required by the engineer in charge with mechanical compactor. | item6 | 97.67 | Cum |
| 8 | 8 | SUB HEAD-2 CENTERING AND SHUTTERING | |||
| 9 | 9 | Providing and fixing steel shuttering for faces of concrete foundations, footings, strips, pedestals, foundation beam, plinth beams (vertical, or battering) and columns etc. Complete in all respects as directed by E-in-C. | item7 | 47.7 | Sqm |
| 10 | 10 | Providing and fixing steel shuttering and centering for RCC columns (square or rectangular or polygonal in plain). Complete in all respects as directed by E-in-C. | item8 | 215.6 | sqm |
| 11 | 11 | Providing and fixing steel shuttering and centering for RCC columns Upto 4m ht. Above plinth level (square or rectangular or polygonal in plain). Complete in all respects as directed by E-in-C. | item9 | 392.82 | sqm |
| 12 | 12 | Providing and fixing steel shuttering and centering (Above 4m ht.) for sides and soffits of beam, beams launchings girders bressumers, lintels etc. Complete in all respects as directed by E-in-C. | item10 | 36 | sqm |
| 13 | 13 | Providing and fixing steel shuttering and centering for flat surfaces such as suspended floors, roof, landings, chajjas, shelves, etc including risers. Complete in all respects as directed by E-in-C. | item11 | 913.18 | Sqm |
| 14 | 14 | Providing and fixing steel shuttering and centering for carbles, parapet, facias and other similar items including edges. Complete in all respects as directed by E-in-C. | item12 | 50 | Sqm |
| 15 | 15 | Providing and fixing steel shuttering and centering for stair cases with sloping with soffits etc. Complete in all respects as directed by E-in-C. | item13 | 17.87 | Sqm |
| 16 | 16 | Extra rate for shuttering where any single storey building exceeds 4 metres in height for every additional height of 2 metres or part thereof. | item14 | 520.86 | Sqm |
| 17 | 17 | Extra for providing smoth exposed concreate finish where ever specified. Complete in all respects as directed by E-in-C. | item15 | 50 | Sqm |
| 18 | 18 | Providing, laying, placing and fixing in position in true line & level the good quality centering, shuttering , formwork for pockets of following size as directed by Engineer in charge, etc. complete. Pocket size : 75 x75 x 200 mm deep | item16 | 10 | Each |
| 19 | 19 | Providing, laying, placing and fixing in position in true line & level the good quality centering, shuttering , formwork for pockets of following size as directed by Engineer in charge, etc. complete. Pocket size : 100 x100 x 300 mm deep | item17 | 10 | Each |
| 20 | 20 | Providing, laying, placing and fixing in position in true line & level the good quality centering, shuttering , formwork for pockets of following size as directed by Engineer in charge, etc. complete. Pocket size : 150x 150 x 450 mm deep | item18 | 10 | Each |
| 21 | 21 | Providing, laying, placing and fixing in position in true line & level the good quality centering, shuttering , formwork for pockets of following size as directed by Engineer in charge, etc. complete. Pocket size : 200 x 200 x 450 mm deep | item19 | 10 | Each |
| 22 | 22 | SUB HEAD-3 CONCRETE WORK | |||
| 23 | 23 | Providing and laying plain cement concrete 1:4:8 using concrete mixture volumetric type with stone aggregate (1 cement: 4 coarse sand: 8 stone aggregate 40mm gauge) for all types of foundations, footings, below rafts, extension columns, plinth beams/under floor etc. including spreading, laying, ramming and consolidating as per requirements and curing etc. but excluding centering and shuttering, complete in all respects as directed by E-in-C. | item20 | 120.13 | Cum |
| 24 | 24 | Providing & laying Reinforced cement concrete (In foundation and upto plinth level) M-25 mechanically mixed using batch type concrete mixture as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement, centering and shuttering, for all types of RCC works i.e. column, footings, strips, pedestals, tie beams & plinth beams etc. as per structural drawings/ design including laying, spreading, ramming, watering, consolidating &curing etc., Complete in all respects as directed by the E-in-C. | item21 | 59.63 | Cum |
| 25 | 25 | Providing & laying Reinforced cement concrete (In super structure upto 4 m ht. above plinth level) M-25 mechanically mixed using batch type concrete mixture as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement, centering and shuttering, for all types of RCC works i.e. column, beams, slabs and fascias etc. as per structural drawings/ design including laying, spreading, ramming, watering, consolidating & curing etc., Complete in all respects as directed by the E-in-C. | item22 | 57.41 | Cum |
| 26 | 26 | Providing & laying Reinforced cement concrete (above 4m ht. above plinth level) M-25mechanically mixed using batch type concrete mixture as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement, centering and shuttering, for all types of RCC works i.e. column, beams, slabs and fascias etc. as per structural drawings/ design including laying, spreading, ramming, watering, consolidating & curing etc., Complete in all respects as directed by the E-in-C. | item23 | 70.13 | Cum |
| 27 | 27 | Extra rate for RCC work done above 4 m hieght (where any single story exceeds 4 metres in height) for every additional height of 2 metres or part thereof. | item24 | 70.13 | Cum |
| 28 | 28 | Providing and fixing/placing in position Ribbed/Tor/T.M.T. Steel Bars, for R.C.C. works, where not including in the complete rate of R.C.C. included bending, binding and placing in position as per structural design/ drawing including cost of binding wire. Complete in all respects as directed by the E-in-C. | item25 | 25.55 | M.T |
| 29 | 29 | Extra for providing and mixing water proofing liquid material (where not included in the rate of above said/ relevant items) ISI marked and to be got approved from the E-in-C before use. Mixed in ratio of one Ltr. WPC Per Bag of cement/ as per manufacturer’s guideline complete in all respects to the entire satisfaction of E-in-C. | item26 | 100 | ltr |
| 30 | 30 | Charges for making holes in RCC beam /slab with diamond core cutter. if contractor forget to provide holes / sleeves / cutout in RCC work due to any reason, no payment will be made under this item. Rectification work shall be carried out at contractor's cost. engineer's decision will be final . 100.0mm dia | item27 | 5 | Rmt |
| 31 | 31 | Charges for making holes in RCC beam /slab with diamond core cutter. if contractor forget to provide holes / sleeves / cutout in RCC work due to any reason, no payment will be made under this item. Rectification work shall be carried out at contractor's cost. engineer's decision will be final . 101.0mm dia to 200mm dia | item28 | 5 | Rmt |
| 32 | 32 | Charges for making holes in RCC beam /slab with diamond core cutter. if contractor forget to provide holes / sleeves / cutout in RCC work due to any reason, no payment will be made under this item. Rectification work shall be carried out at contractor's cost. engineer's decision will be final . 201mmto 300mm dia | item29 | 5 | Rmt |
| 33 | 33 | SUB HEAD-4 BRICK WORK | |||
| 34 | 34 | Providing & constructing Ist Class burnt brick work in foundation and upto plinth level laid in cement sand mortar 1:6 (1 cement: 6 coarse sand) including scaffolding, watering, curing etc. complete in all respects, as directed by the E-in-C. | item30 | 153 | Cum |
| 35 | 35 | Providing & constructing Ist Class burnt brick work In super structure upto 4 meters ht. above plinth level laid in cement sand mortar 1:6 (1 cement: 6 coarse sand) including scaffolding, watering, curing etc. complete in all respects, as directed by the E-in-C | item31 | 91 | Cum |
| 36 | 36 | Providing & constructing Ist Class burnt brick work In super structure above 4 meters ht. level laid in cement sand mortar 1:6 (1 cement: 6 coarse sand) including scaffolding, watering, curing etc. complete in all respects, as directed by the E-in-C | item32 | 74.29 | Cum |
| 37 | 37 | Charges for making holes in brick wall with normal drilling machine -rate for 230mm length, rate for additional length will be given on pro data basis. (a) 100.0mm dia | item33 | 10 | Each |
| 38 | 38 | Charges for making holes in brick wall with normal drilling machine -rate for 230mm length, rate for additional length will be given on pro data basis. (b) 101.0mm dia to 200mm dia | item34 | 30 | Each |
| 39 | 39 | SUB HEAD-5 Glazing/ Joinery | |||
| 40 | 40 | Providing and fixing all types of powder coated aluminium work for doors/ sliding, etc. windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In- Charge. (Glazing and paneling to be paid for separately) : For fixed portion and chaukhats For fixed portion and chaukhats | item35 | 400 | Kg |
| 41 | 41 | Providing and fixing all types of powder coated aluminium work for doors/ sliding, etc. windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In- Charge. (Glazing and paneling to be paid for separately) : For fixed portion and chaukhats For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and necessary Alumn. fittings wherever required including the cost of PVC Plug / neoprene gasket etc. complete in all respects as directed by the E-in-C. | item36 | 304 | KG |
| 42 | 42 | Extra for providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in paneling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on both sides. Complete in all respects as directed by the E-in-C. RFE 17.46-2 | item37 | 10 | sqm |
| 43 | 43 | Extra for providing and fixing glazing Plain glass pane of 5mm thickness in aluminium door, window, ventilator shutters and partitions etc. with PVC Plug/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading is included in the basic item) | item38 | 65 | Sqm |
| 44 | 44 | P/F ISI mark DOOR CLOSER (Ebco, godrej or equiliant) | item39 | 10 | EACH |
| 45 | 45 | Supplying and fixing rolling shutters of approved make, made of 80mm x .80 mm M.S. Laths, interlocked together through their entire length, and jointed together, at the end by end locks, mounted on specially designed pipe shaft, with brackets, side guides 27.5 cm long wire spring grade No. 2 and arrangement for inside and outside locking, with push and pull operation complete, including top cover 0.80mm thick including painting with one coat of primer and two coats of enamal paint. complete in all respects as directed by the E-in-C. (payment is to be made for the exact size of opening; where rolling shutter is to be fixed). | item40 | 22.5 | sqm |
| 46 | 46 | Providing & fixing ball bearing, for push and pull type rolling shutters, from 9.20 to 12 sqm area. | item41 | 3 | Each |
| 47 | 47 | SUB HEAD-6 PLASTRING WORK | |||
| 48 | 48 | Providing and applying minimum 20 mm thick sand face plaster 12 mm thick in CM 1:4 and 8 mm thick C.M 1:2 at all levels laid in two coats to concrete or masonry surfaces and around openings in jambs and sills, including hacking of concrete surfaces, racking of joints, scaffolding, curing, making sharp and clear grooves, pattas, drip moulds, providing and fixing chicken mesh jali (22 gauge) at the junction of two different surfaces material component and at all levels and all heights as detailed in drawings as directed by Engineer in charge, etc. complete. | item42 | 905 | Sqm |
| 49 | 49 | Providing and applying minimum 12.5 mm thick rough plaster in CM 1:3 at all levels laid in single coat to concrete or masonry surfaces and around openings in jambs and sills, hacking of concrete surfaces, racking of joints, scaffolding, curing, sharp and clear grooves, pattas, drip moulds, providing and fixing chicken mesh jali (22 gauge) at the junction of two different surfaces material component and as detailed in drawings at all levels and all heights, as directed by Engineer in charge, etc. complete. | item43 | 1000 | Sqm |
| 50 | 50 | SUB HEAD -7 ROOFING /WATER PROFFING WORK | |||
| 51 | 51 | Providing and fixing/embedding PVC pipes (quality to be appoved from E-in-E) for rain water with bends, sockets etc. with screw and wooden plugs fixed on wall-face/embedded in masonry/ concrete including jointing. Complete in all respects to the entire satisfaction of E-in-C. 110 mm id and pressure of 6kg /cm2 | item44 | 50 | Rmt |
| 52 | 52 | Providing and laying Terracing to proper slope consisting of brick tiles 22.86cm x 11.43cm x 3.83cm laid over 25mm mud plaster, 75mm mud filling on another layer of 25mm mud plaster including two coats of bitumen grade 85/25 laid hot at 1.65kg/M2 on top of RCC slab, including grouting with cement sand mortar 1:4 (1 cement:4 course sand) and top surface to be left clean after wire brushing etc. Complete in all respects as directed by the E-in-C. | item45 | 515 | Sqm |
| 53 | 53 | Extra for providing and applying flush cement pointing 1:2 (1cement: 2 sand) to tile terracing. Including curing etc. Complete in all respects as directed by the E-in-C. | item46 | 515 | sqm |
| 54 | 54 | Providing and laying cement concrete 1:2:4 gola 10cm. X10cm. concave quadrant along junction of roofs with parapet wall, finished smooth where specially specified, complete in all respects as directed by the E-in-C. | item47 | 135 | Rmt |
| 55 | 55 | Providing and constructing 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, complete in all respects as directed by the E-in-C. REF-13.45 | item48 | 12 | Each |
| 56 | 56 | Providing and fixing C.I. grating 100mm dia for rain water pipe. Complete in all respects as directed by the E-in-C. | item49 | 5 | Each |
| 57 | 57 | Providing and constructing 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 complete in all respects as directed by the E-in-C. | item50 | 5 | Each |
| 58 | 58 | Providing and laying 2’-6’’ wide plinth protection consisting of 2’-3’’ wide brick on edge laid in cement sand mortar 1:4 on 75mm thick cement concrete 1:8:16 and 100mm thick sand filling and cement pointing 1:2 on top including excavation re-filling and disposal of surplus earth within campus. | item51 | 32 | Sqm |
| 59 | 59 | SUB HEAD-8 FLOORING AND DADOS | |||
| 60 | 60 | Providing & laying in position Trimix (RCC Slab 115mm thick slab of grade of M-25) weigh batched, machine mixed, design mixcement concrete with vacuumde watering with floating coat of 1:1 cement mortar and power toweled toget desired smooth finishing/broom finish, overa leveling course, including providing & mixing of plasticizer (cicoorequiv) as per design mix and manufactures specifications, with pounding type curing as directed by the Engineer In Charge. Cement consumption as per specification. The suitable size of panel should be approximately 4.0x5.0 m or as directed by Engineer. The Construction joints to be for medatevery 4m distance by grooving with me chanical saw within 48hrs. Groove/sawed joints shall be made of 4mm width and 40 mm depth min (1/3rd depth of the slab thickness) as shown in the drawing and shall be filled with silicone sealant/Elastomeric Sealant/ Epoxy Sealant.The sawing operation should be carried out assoon as concrete is ready to accept the sawcut with out towelingetc as directed by Architect and Engineer-in Charge. The construction joint is formed by squareedge and painted with bitumen. The rate shall be inclusive of labour, grooves, sealant and machinery cost. Reinforcement will be paid separately. | item52 | 79.52 | CUM |
| 61 | 61 | Provding and laying machine cut Steel grey Granite stone 20mm thick of approved quality required sizes in flooring, Kitchen Slab counters, skirting, treads and risers of steps, dado walls and pillars etc. laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing, nosing and double moulding in steps / counters etc. including labour for fixing dowel pins and cramps. Compete in all respects to the entire satisfaction of E-in-Charge. | item53 | 33.31 | Sqm |
| 62 | 62 | Providing and laying vitrified floor tiles 600mm x 600mm size premium quality, (thickness to be specified by the manufacturer) manufactured using Soluble Salt Technology, with water absorption less than 0.08% and conforming to IS: 15622 (Make Kajaria/ Johnson/Naveen Diamond or equivalent approved make) in all colours and shades, laid on existing flooring laid with cement based high polymer modified quick set tile adhesive (water based) of approved make IS 15477 marked using 5 Kg adhesive per sqm of tile area in average 3mm thickness over existing base etc., complete in all respects to the entire satisfaction of the E-in-C. | item54 | 30 | Sqm |
| 63 | 63 | --do-- in vertical opto 2500 mm on walls etc. (size as per site requirements | item55 | 307 | Sqm |
| 64 | 64 | Providing and laying Acid/ Alkali resistant machine cut red Mandana stone 30mm to 40 mm thick in flooring over a base of 1/2\" to 3/4\" thick cement sand mortar 1:3 mixed with Acid/Alkali proof powder (Silica Floor) in ratio of 2 cement: 1 powder, keeping 6mm to 10mm wide joints around the stones, racking the joints 12mm to 19mm deep and filling up the same with epoxy reasin based compound including rubbing and polishing complete in all respects as directed to entire satisfaction of the E-in-C. | item56 | 216.72 | Sqm |
| 65 | 65 | Provding and laying Kesariygi GRANITE FOR WINDIOW SILL (16mm thick of approved quality) at all levels in sills and jams in door and windows and ventilators including the cost of cutting making the surface rough fixing with adhanesive, anchoring molding polishing of all sides complete in all respects as directed by the E-in-c. '-do- width between 115mm to 250mm | item57 | 50 | Rmt |
| 66 | 66 | SUB HEAD-9 PAINTING AND POLISHING | |||
| 67 | 67 | Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two coats applied @ 1.43litre/10 sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 sqm | item58 | 1000 | Sqm |
| 68 | 68 | Finishing walls above 4 m heightwith Premium Acrylic smooth Interior paint with silicon additives of required shade with two coats applied @ 1.43litre/10 sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 sqm | item59 | 1500 | Sqm |
| 69 | 69 | Preparation of plastered or concrete surface above 4 m height for painting (including sand papering the surface) using ready mixed cement based wall putty (Birla) by applying two coats to get required finish. | item60 | 2500 | Sqm |
| 70 | 70 | PART B - PUBLIC HEALTH WORKS SUB HEAD-13 PUBLIC HEALTH ( WATER SUPPLY , SANITARY & DRAINAGE ) | |||
| 71 | 71 | Providing and fixing in position SWR UPVC soil waste vent or antisyphonage pipes (type - B) as per IS 13592 of approved make ( to the approval of Engineer -In -charge) including cutting, jointing wastage including cost of jointing comlete in all respects . 160mm o/d SWR UPVC pipe line laid complete | item61 | 50 | Rmt |
| 72 | 72 | Providing and fixing in position SWR UPVC soil waste vent or antisyphonage pipes (type - B) as per IS 13592 of approved make ( to the approval of Engineer -In -charge) including cutting, jointing wastage including cost of jointing comlete in all respects . 110mm o/d SWR UPVC pipe line laid complete | item62 | 50 | Rmt |
| 73 | 73 | Providing and fixing in position S.S AMUL trap of self cleaning (standard design), conforming to ISI specification and of reputed firm (to be got approved before arranging) including cement concrete 1:2:4 under and around the AMUL trap wherever required upto floor level including cutting and making good the wall and floor etc. complete in all respects as directed by the E-in-C. | item63 | 8 | Each |
| 74 | 74 | construction of brick masonary inspection chambers of size as given below 450mmx600mm inside upto 0.60 Meter average depth, in 1:5 cement sand mortar, cement concrete 1:8:16 in foundation, cement concrete 1:2:4 benching, 12.5mm thick cement plaster 1:2 with a floating coat of 1 mm thick neat cement, R.C.C. 1:2:4 slab 100 mm thick, cement concrete 1:2:4 topping 50mm thick, with 455mmx455mm , 455mx610mm in light duty C.I. inspection chamber cover and frame (weight as per I.S.I. specifications) painted with three coats of black bitumastic paint conforming to I.S.I. specifications complete as per standard design. | item64 | 5 | Each |
| 75 | 75 | Extra for every 0.30 m depth of inspection chamber. | item65 | 5 | Each |
| 76 | 76 | Providing & Fixing in position 15mm i/d C.P. Brass bib cock long nose make Jaguar/Nova /Mark /Excel (as approved by the Engineer-in-charge). Complete in all respects as directed by the E-in-C | item66 | 4 | Each |
| 77 | 77 | Providing and Fixing in position CP brass Bottle Trap ( where not included in the respective item) and conforming to Manufacturers Standards.make Jaguar/Nova /Mark /Excel (as approved by the Engineer-in-charge). Complete in all respects as directed by the E-in-C | item67 | 2 | Each |
| 78 | 78 | Providing and fixing C.P. brass angle valve ( where not included in the respective item) for basinmixer, health faucet, and geyser points of approved quality conforming to IS:8931 of 15mm nominal bore.make Jaguar/Nova /Mark /Excel (as approved by the Engineer-in-charge). Complete in all respects as directed by the E-in-C | item68 | 2 | Each |
| 79 | 79 | Providing, laying, jointing fixing and testing ISI marked G.I. Pipe lines(as per IS-1239) B-Class Premium Make such as ( Jindal Hishar) including cost of specials such as tees, bends, sockets, elbows etc. painting with anticorrosive bitumastic paint, testing, cutting, threading Inside building complete in all respects as directed by the E-in-C . 15mm i/d G.I. pipe | item69 | 20 | Rmt |
| 80 | 80 | Providing, laying, jointing fixing and testing ISI marked G.I. Pipe lines(as per IS-1239) B-Class Premium Make such as ( Jindal Hishar) including cost of specials such as tees, bends, sockets, elbows etc. painting with anticorrosive bitumastic paint, testing, cutting, threading Inside building complete in all respects as directed by the E-in-C . 20mm i/d G.I. pipe | item70 | 20 | Rmt |
| 81 | 81 | Providing, laying, jointing fixing and testing ISI marked G.I. Pipe lines(as per IS-1239) B-Class Premium Make such as ( Jindal Hishar) including cost of specials such as tees, bends, sockets, elbows etc. painting with anticorrosive bitumastic paint, testing, cutting, threading Inside building complete in all respects as directed by the E-in-C . 25mm i/d G.I. pipe | item71 | 50 | Rmt |
| 82 | 82 | Providing and fixing of GunMetal Gate Valve with CI Wheel of approved make of the following dia meter having pressurerating of 10kg/sqcm. Installation to be doneas per drawing and to the satisfaction of the Engineer-In-Charge 20 mm dia | item72 | 2 | Each |
| 83 | 83 | Providing and fixing of GunMetal Gate Valve with CI Wheel of approved make of the following dia meter having pressurerating of 10kg/sqcm. Installation to be doneas per drawing and to the satisfaction of the Engineer-In-Charge 25 mm dia | item73 | 2 | Each |
| 84 | 84 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including FRCC cover with frame (light duty) 455x610 mm internal dimensions.complete as per standard design. Inside size 75x120 cm and 120 with depth 120CM between top bottom of top slab and invert ( with MH Cover and frame heay duty . | item74 | 5 | Each |
| 85 | 85 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including FRCC cover with frame (light duty) 455x610 mm internal dimensions.complete as per standard design. Inside size 90x150 cm and 120 with depth 120CM between top bottom of top slab and invert ( with MH Cover and frame heay duty . | item75 | 5 | Each |
| 86 | 86 | WATER TANK 3 Layer 5000 LT MAKE SINTEX | item76 | 2 | Each |
| 87 | 87 | PART C - ELECTRICAL WORKS (SURFACE/CONCEALED CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES: )Note :- \n1. Make of FR cables -Havelles/Finolex or equilvalent approved by the E-in-C.\n2.Make of Modular switches and accessories etc.-Havelles (Crabtree)/Legrand or equilvalent approved by the E-in-C. | |||
| 88 | 88 | Wiring in PVC insulated copper conductor single core FR cable, 1100volts grade to be laid in heavy gauge welded conduit pipe 20 mm/25 mm dia (1.6mm thick) ISI Marked installed on surface etc., complete with powder coated / anorized concealed metal boxes (on surface) required for suitable number of modules, for having electronic fan regulators (two module), bell push, electronic buzzer, 3pin 6Amp., 3pin 16/20 Amp. Sockets and 6 Amp./16/20Amp. Swithces etc., and covered with Frame Plate etc., & including the cost of required number of modular switches/sockets, step type electronic fan regulator 100 watts, PVC connector (For Fan Box and Electronic Buzzer), PVC Bush, Steel Hooks, Circular Inspection Box (Surface Type) conduit pipe & copper wire and other petty material etc. including the cost of painting as required:- | |||
| 89 | 89 | Wiring light point - controled by one switch, in PVC insulated copper conductor single core FR cable (ISI marked - to the approval of E-in-C) overall 1.5 sq. mm, 1100volts grade. | item77 | 70 | Per\n Point |
| 90 | 90 | One light point control led by one single way 6A switch. (Approx.7mtr.Height)(For double height) | item78 | 4 | Per\n Point |
| 91 | 91 | Wiring Fan point - controled by one switch, in PVC insulated copper conductor single core FR cable (ISI marked - to the approval of E-in-C) overall 1.5 sq. mm, 1100volts grade. | item79 | 12 | Per\n Point |
| 92 | 92 | Wiring call-bell point controled by one push button switch, in PVC insulated copper conductor single core FR cable (ISI marked - to the approval of E-in-C) overall 1.5 sq. mm, 1100volts grade with bell push and electronic buzzer 230 volts AC (including the cost of bell push, electronic buzzer and plastic surface box for electronic buzzer). | item80 | 1 | Per\n Point |
| 93 | 93 | Wiring 3 pin 6 Amp. wall socket (Shuttered) point in PVC insulated copper conductor single core FR cable (ISI marked - to the approval of E-in-C) overall 1.5 sq. mm, 1100volts grade complete with bonding to existing earth with PVC insulated copper conductor single core FRLS cable (ISI marked) overall 1 sq. mm, 1100volts grade. | item81 | 25 | Per\n Point |
| 94 | 94 | Wiring 3 pin 16/20 amp. power plug control (shuttered) and switch. | item82 | 25 | Per\n Point |
| 95 | 95 | Supplying and erection of P.V.C. insulated single core FR copper conductor cable (ISI marked - to the approval of E-in-C) left bare in pipe or casing of suitable size, excluding the cost of supply and erection of pipe or casing. Complete in all respects. | |||
| 96 | 96 | PVC insulated copper conductor single core FR cable overall 1 sq.mm, 1100volts grade. | item83 | 500 | Rmt |
| 97 | 97 | PVC insulated copper conductor single core FR cable overall 1.5 sq.mm, 1100volts grade. | item84 | 800 | Rmt |
| 98 | 98 | PVC insulated copper conductor single core FR cable overall 2.5 sq.mm, 1100volts grade | item85 | 800 | Rmt |
| 99 | 99 | PVC insulated copper conductor single core FR cable overall 4 sq.mm, 1100volts grade | item86 | 500 | Rmt |
| 100 | 100 | PVC insulated copper conductor single core FR cable overall 6 sq.mm, 1100volts grade | item87 | 700 | Rmt |
| 101 | 101 | PVC insulated copper conductor single core FR cable overall 10 sq.mm, 1100volts grade | item88 | 500 | Rmt |
| 102 | 102 | PVC insulated copper conductor single core FR cable overall 16 sq.mm, 1100volts grade. | item89 | 500 | Rmt |
| 103 | 103 | Supplying and erection and testing of following MCB/El MCB isolator etc in borads and its acceseries (Breaking capacity 10 kA, Curve-C) suitable for 240/415 volts 50 cycles AC supply, to be fixed in the new/ existing MCBD’s including necessary connections, testing and commissioning etc. complete in all respects as directed by the E-in-c.\nMake Havells/ Legrand/ Schneider or equivelant approved | |||
| 104 | 104 | 6 to 32 A SP MCB | item90 | 40 | Each |
| 105 | 105 | MCB 50,63 AMP | item91 | 4 | Each |
| 106 | 106 | Supply and errection of Sheet metal double door T.P. & N. distribution board (dust protected) provided with bus bar, neutral link and din bar, suitable for incorporating FP/ TPN MCB's/ isolators for incoming and DP/ SP & N/ Single Pole MCB's/ RCBO/ RCCB's for outgoing 12 way eachcomplete in all respects as directed by the E-in-C. Make Havells, HPL, ABB and equivlant approved | |||
| 107 | 107 | Supplying, unloading at site, shifting to site, assembling, leveling, grouting, erecting, Testing, & Commissioning of L.T. panelboard, fabricated from CRCA sheet & folded channel to tally enclosed cubical type compart mentalized as per drawings. All energy meters must be as per specification. (with simensor eq. make multifunction meter withe thernet connectivity) As per attached Single Line Diagram | |||
| 108 | 108 | Supplying, erecting, testing and commissioning of SPND.B .with space for DPELMC Basin coming and 8SPMC Basout going perphase (i.e.12waySPND.B.) equivalent to Legrand cat no. 607712 | item92 | 4 | Each |
| 109 | 109 | Supplying, erecting, testing and commissioning of SPND.B. with space for DPELMC Basin coming and 4SPMC Basout going per phase (i.e.8wayD.B.) equivalent to Legrand cat no. 607711 | item93 | 4 | EACH |
| 110 | 110 | Sheet metal double door T.P. & N. distribution board (dust protected) provided with bus bar, neutral link and din bar, suitable for incorporating FP/ TPN MCB's/ isolators for incoming and DP/ SP & N/ Single Pole MCB's/ RCBO/RCCB's for outgoing 12 way each | item94 | 2 | Each |
| 111 | 111 | Sheet metal double door T.P. & N. distribution board (dust protected) provided with bus bar, neutral link and din bar, suitable for incorporating FP/ TPN MCB's/ isolators for incoming and DP/ SP & N/ Single Pole MCB's/ RCBO/RCCB's for outgoing 8 way each | item95 | 2 | Each |
| 112 | 112 | Sheet metal double door S.P. & N. distribution board (dust protected) provided with bus bar, neutral link and din bar, suitable for incorporating MCB's/ RCBO/ RCCB's, 12 way each | item96 | 2 | Each |
| 113 | 113 | Sheet metal double door S.P. & N. distribution board (dust protected) provided with bus bar, neutral link and din bar, suitable for incorporating MCB's/ RCBO/ RCCB's, 8 way each | item97 | 2 | Each |
| 114 | 114 | PVC PIPE | |||
| 115 | 115 | A-HEAVY GUAGE PVC CONDUIT PIPE 20 MM DIA | item98 | 500 | Rmt |
| 116 | 116 | A-HEAVY GUAGE PVC CONDUIT PIPE 25 MM DIA | item99 | 750 | Rmt |
| 117 | 117 | A-HEAVY GUAGE PVC CONDUIT PIPE 32 MM DIA | item100 | 250 | Rmt |
| 118 | 118 | A-HEAVY GUAGE PVC CONDUIT PIPE 50 MM DIA | item101 | 150 | Rmt |
AI Tender Summary
Tender Timeline
Jul 27, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 27, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 08, 2020
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedAug 08, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 10, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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