Retro Of Jjm Sch ( Dtw ) At Dhuptali, Firm Colony, Gangacharra Purbapara, Gangacharra Paschim Para Sh Remodeling Of Existing Ci / Di / Gi / Pvc Pipeline, Extn Of Pipeline, Fhtc.Incl All Allied Works Etc.Complete Within Dws Sd, Kakraban During The Yr
Tender Value
57.51 Lakhs
Estimated cost
Bid Submission
17 May 2021
0 days left
EMD
57512
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kakraban → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retro Of Jjm Sch ( Dtw ) At Dhuptali, Firm Colony, Gangacharra Purbapara, Gangacharra Paschim Para Sh Remodeling Of Existing Ci / Di / Gi / Pvc Pipeline, Extn Of Pipeline, Fhtc.Incl All Allied Works Etc.Complete Within Dws Sd, Kakraban During The Yr 2020-21.
BOQ
| Sl. No. | Item Description |
| 1 | Excavating trenches of required width for pipes, cable etc. in/c excavating for sockets & dressing of sides, where required, ramming of bottoms, depth upto 1500mm in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layers not exceeding 200mm in depth in/c 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.A) For UPVC pipes in new work.a) In all kinds of soil.i) For pipes not exceeding 90mm dia. |
| 2 | ii) For pipes exceeding 90mm dia but not exceeding 300mm dia. |
| 3 | B) For GI/CI/DI pipes in new work.a) In all kinds of soil. i) For pipes exceeding 90mm dia but not exceeding 300mm dia. |
| 4 | 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)i) 40 mm OD |
| 5 | ii) 90 mm OD |
| 6 | iii) 110 mm OD |
| 7 | iv) 140 mm OD |
| 8 | Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - chargei) 150 mm dia |
| 9 | Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS: 1538 as per CPWD specification and direction of the Engineer - in - charge.(i) Upto 300 mm dia |
| 10 | Dismantling old C.I/D.I pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer-in-charge.i) 150 mm OD |
| 11 | Charges for dismantling PVC/HDPE pipe after necessary excavation of earth in/c. washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required after layiing of pipeline, in layers not exceeding 200 mm in depth in/c. consolidating each deposited layer by ramming, watering etc. complete as per specification and direction of the Engineer-in-charge.i) 90 mm OD |
| 12 | ii) 110 mm OD |
| 13 | iii) 140 mm OD |
| 14 | Dismantling old C.I. Sluice Valve (Class - I) including trenching, refilling etc. complete after taking out S/Valve carrying serviceable valve to work site lead upto 50.00 Mtr.i) 80 mm dia |
| 15 | ii) 100 mm dia |
| 16 | iii) 150 mm dia |
| 17 | Charge for fixingC.I. Sluice Valves with cap complete with bolts, nuts, rubber insertions etc. (the tail piece if required will be paid separately ) as per chapterCPWD specification and direction of the Engineer-in-charge. i) 80 mm dia A. PN-1.6 |
| 18 | ii) 100 mm dia A. PN-1.6 |
| 19 | iii) 150 mm dia A. PN-1.6 |
| 20 | Providing and fixing C.I. sluice valves(with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.i) 80 mm diaA. PN-1.6 |
| 21 | ii) 100 mm diaA. PN-1.6 |
| 22 | iii) 125 mm diaA. PN-1.6 |
| 23 | iv) 150 mm diaA. PN-1.6 |
| 24 | \"Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler & solvent cement etc. including necessary earth excavation, 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. completeas per specification & direction of the Engineer-in-charge.i) 90 mm OD |
| 25 | ii) 110 mm OD |
| 26 | iii) 140 mm OD |
| 27 | Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification anddirection of the Er. -in -ChargeA) By manual means. |
| 28 | Clearing of deposited iron inside of laying PVC pipe line in different dia (90/110/140 mm dia) in/c excavating trenching for 100 mtr lead pipe line of required width and depth after 20 mtr distance and 3.00 mtr long in every 100 mtr clearing through UPVC coil pipe and laying the same with necessary couplers and solvent cement etc.( solvent cement and coupler etc. will be issued by the dept. at free of cost). |
| 29 | Clearing of deposited iron in side of laying CIpipe line in different dia (80/100/125/150 mm dia) and dismantaling old CI pipe in/ctrenching , refilling etc.for 100 mtr lead pipe line of required width and depth cutting earth in25 mtr distance and 12.00 mtr long in each i.e. 36 mtr trenches cutting for every 100 mtr pipe iron through UPVC coil pipe after clearing , washing, laying the same with rubber gasket , pipe lead joints as per direction of Engineer - in - charge ( pig leadwill be issued by the dept. at free of cost and rubber gasket and T & P arrange by the agency). |
| 30 | Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer-in-charge.i)100 mm nominal bore |
| 31 | Charges for push-on (Tyton) joints to centrifugally (Spun) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.i) 100 mm dia |
| 32 | ii) 150 mm dia |
| 33 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer-in-chargei) 90 mm dia |
| 34 | ii) 110 mm dia |
| 35 | iii) 140 mm dia |
| 36 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS :b 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.i) 90x 90 mm dia |
| 37 | ii) 110x 110 mm dia |
| 38 | iii) 140 x 140 mm dia |
| 39 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 (Part 3) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.i) 110 x 90 mm dia |
| 40 | ii) 140 x 110 mm dia |
| 41 | iii) 140 x 90 mm dia |
| 42 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 (part 8/9/10/11/12/13) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.i) 90 mm dia |
| 43 | ii) 110 mm dia |
| 44 | iii) 140 mm dia |
| 45 | \"Providing, fixing and laying fabricated UPVC socket / coupler conforming to IS : 10124 ( Part 2 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\"i) 90 mm dia |
| 46 | ii) 110 mm dia |
| 47 | iii) 140 mm dia |
| 48 | Charges for cutting D.I. pipe with mechanical cutteras per CPWD specification and direction of the Engineer- in - charge.i) 100 mm dia |
| 49 | ii) 125 mm dia |
| 50 | ii) 150 mm dia |
| 51 | 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.i) 10 mm nominal bore |
| 52 | ii) 15 mm nominal bore |
| 53 | Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange (8 mm thick) conforming to IS : 10124 (Part 6) with solvent cement conforming to IS - 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.i) 90 mm dia |
| 54 | ii) 110 mm dia |
| 55 | iii) 140 mm dia |
| 56 | Constructing masonry Chamber 120 x 120 x 100 cm, inside with 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 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in -charge.A)With first class Brick |
| 57 | Providing and laying of flexible PVC pipe(cinfirming to IS 7634) complete as per specification and direction of the Engineer-in Charge (Cost of earth work and fittings will be paidseparately.a) 15 mm dia |
| 58 | b) 25 mm dia |
| 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.a) 15 mm dia |
| 60 | b) 25 mm dia |
| 61 | c) 40 mm dia |
| 62 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer-in-charge.a) 15 mm dia |
| 63 | b) 25 mm dia |
| 64 | c) 40 mm dia |
| 65 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-chargea) 15 mm dia |
| 66 | b) 25 mm dia |
| 67 | c) 40 mm dia |
| 68 | Providing & fixing G.I. Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.i) 15 x 15 x 15 mm dia. |
| 69 | ii) 25 x 25 x 25 mm dia. |
| 70 | iii) 40 x 40 x 40 mm dia. |
| 71 | Providing & fixing G.I. Un- Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.i) 25 x 25 x 15 mm dia. |
| 72 | ii) 40 x 40 x 15 mm dia. |
| 73 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.i) 25 x 15 mm dia. |
| 74 | ii) 40 x 15 mm dia. |
| 75 | iii) 40 x 25 mm dia. |
| 76 | Providing and fitting fixing PVC/plastic bib cock conforming to IS: 9763 in hydrant points at different location as per specification and direction of the Engineer-in-charge.a) 15 mm dia PVC/plastic bib cock |
| 77 | Providing and fitting fixing of C.I. Sluice valve spandle with thread as per direction of the Engineer-in-charge.(i) 100 mm dia |
| 78 | (ii) 150 mm dia |
| 79 | Labour charge for disconnection of domestic water supply connection, hydrant etc. from old pipe line and also reconnection the same to the line in/cl. necessary trenching, boring, tapping the main etc. complete in all respect as per specification and the direction of the Engineer-in-charge. |
| 80 | Providing and fitting fixing of GI tyton collar with rubber gasket fitted with MS flat and MS square bar at both ends in/c. nuts & bolts, washer & paiting with anti corrosive black bitermestic paint etc. complete.(i) 80 mm dia |
| 81 | (ii) 100 mm dia |
| 82 | (iii) 125 mm dia |
| 83 | (iv) 150 mm dia |
| 84 | Charges for making hole by drilling and making thread by thread bit in the CI/DI pipe as per specification and direction of Engineer-in-charge.i) 10 mm dia nominal bore |
| 85 | ii) 15 mm dia nominal bore |
| 86 | Providing and fixing in position Precast RCC hydrant post of size 200 x 200 mm at the bottom & 150 x 150 mm at the top and 1300 mm high (made with cement concrete 1 : 2 : 4 (1 cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement (TMT bars) 8 mm dia 1200 mm long 4 nos and 8 mm dia stirrup 9 Nos.), 500 mm shall be kept below ground level , embedding the same with in 500 x 500 x 500 mm cement concrete 1 : 5 : 10 (1 cement : 5 sand : 10 brick aggregate 1st class 40 mm nominal size) including plastering the exposed surface with 12 mm thick cement mortar 1 : 3 (1 cement: 3 sand) finished with a floating coat of neat cement) including providing & embedding 15 mm dia G.I. pipe (medium class) 1250 mm long with necessary GI fittings like elbow 2 Nos., socket 1 Nos., nipple 300 mm long 1 no, union 1 no etc. and fitting fixing of CI long handle bib cock by welding with GI socket complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge. |
| 87 | Providing and fixing in position Precast RCC platform of size 1100 x 1100 mm x 100 mm with curb of size 50 x 50 mm keeping an opening of 100 mm long in a suitable place for draining out of water (made with cement concrete 1 : 2 : 4 (1 cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement (TMT bars) 8 Nos., 8 mm dia in both direction including plastering the exposed surface with 12 mm thick cement mortar 1 : 3 (1 cement: 3 sand) finished with a floating coat of neat cement) complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge. |
| 88 | Providing and fitting fixing 10,000 GPHand 20 HP, 76m Head minimum 3 star rating, water lubricated submersible pump motor set of maximum 150/200mm outer dia with maximum 8(eight) stages coupled with required wet and non-over loading submersible motor suitable for 340-440 volts,3 phase 50Hz A.C supply and star delta method of starting, along with 35m 1x2x3x10 sq.mm joint less PVC 3(three) core double length flat cable(continuous length) of suitable size fitted with submersible motor, suction case, strainer, coupling key, vertical non-return valve cum discharge case in/c supplying of 10Nos. suitable guard with clips & nuts &bolts, 2(two) pair M.S column clamps in/c. installation of submerssible pump and motor upto the depth of 100 ft by GI pipe(conforming to IS: 1239 medium class) as per directionof the Engineer-in-charge conforming to the terms & conditions of the contract(Each pump with motor shall consist of Stainless colsed type impeller, C.I bowl, C.I discharge case, pump shaft(SS), bush(Bronze), Shaft sleeve(Bronze chromium), sand guard, winding rotor, stator, counter thrust plate,thrust plate, thrust bearing segment etc conforming to related BIS codes) |
| 89 | Providing and fitting fixing 7500GPH capacity and 15HP, 76m Head minimum 3 star rating water lubricated submersible pump motor set of maximum 150/200 mm outlet diawith maximum 7(Seven) (stages coupled with required water and non-over loading submersible Pump & motor suitable for 340-440 volts,3 phase 50Hz A.C supply and star delta method of starting, along with 35m 1x2x3x10 sq.mm joint less PVC 3(three) core double length flat cable(continuous length) of suitable size fitted with submersible motor,suction case,strainer,coupling key,vertical non-return valve cum discharge case in/c supplying of 10Nos. suitableguard with clips & nuts &bolts,2(two) pair M.Sclamps in/c. installation of submerssible pump and motor upto the depth of 100 ft by GI pipe(conforming to IS: 1239 medium class) as per directionof the Engineer-in-charge conforming to the terms & conditions of the contract(Each pump with motor shall consist of Stainless colsed type impeller,C.I bowl,C.I discharge case,pump shaft(Stainless Steel), bush(Bronze),Shaft sleeve(Bronze/chromium),sand guard,winding rotor,stator,counter thrust plate,thrust plate,thrust bearing segment etc conforming to related BIS codes)(GI flange,GI column pipe will be issued by the dept. at free of cost) |
| 90 | Providing and fitting fixing 5,000 GPH capacity and 10HP, 76m Head minimum 3 star rating water lubricated submersible pump motor set of maximum 100 mm outlet diawith maximum 7(Seven) (stages coupled with required water and non-over loading submersible Pump & motor suitable for 340-440 volts,3 phase 50Hz A.C supply and star delta method of starting, along with 35m 1x2x3x4 sq.mm joint less PVC 3(three) core double length flat cable(continuous length) of suitable size fitted with submersible motor, suction case,strainer,coupling key,vertical non-return valve cum discharge case in/c supplying of 10Nos. suitableguard with clips & nuts &bolts, 2(two) pair M.Sclamps in/c. installation of submerssible pump and motor upto the depth of 100 ft by GI pipe(conforming to IS: 1239 medium class) as per directionof the Engineer-in-charge. conforming to the terms & conditions of the contract(Each pump with motor shall consist of Stainless colsed type impeller,C.I bowl,C.I discharge case,pump shaft(Stainless Steel), bush(Bronze),Shaft sleeve(Bronze/ chromium), sand guard,winding rotor,stator, counter thrust plate,thrust plate,thrust bearing segment etc conforming to related BIS codes)(GI flange,GI column pipe will be issued by the dept. at free of cost) |
| 91 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood pannel board for fitting fixing of electrical items, in/c 2 Nos. MS angle post (size 2 inch x 2 inch x 9 feet), nuts & bolts etc. for direction of the same by 1 : 1.5 : 3 cement concrete casting (1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge. |
| 92 | Providing and fitting fixing of Fully Automatic Star Delta type Motor starter (3 ph. 50 Hz, 415V in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge.i)35HP/26KW Relay Range within 20-32 +10% |
| 93 | Providing and fitting fixing of single phasing preventer +selectable under voltage +selectable over voltage on delay 5 sec & off delay 15 sec pahe asymmetry 10% l&T/BCH/HAVELS/Siemens etc. make complete as per specification and direction of the Engineer-in-charge. |
| 94 | Providing and fitting fixing of moving iron type, Range 0-100/0-200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in- charge. |
| 95 | Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. |
| 96 | Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havell\"s/HPL make etc. complete as per specification and direction of the Engineer-incharge.i) 100 amps |
| 97 | Providing and fitting fixing of 3 phase indicating lamp fitted with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer – in – charge. |
| 98 | Providing and fitting fixing of pressure meter ( 0.0 - 14.0 Kg/sqcm.) as per relevant IS specification and the direction of the Engineer - in-charge. |
| 99 | Providing and fitting fixing heavy duty box type(Resin Filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-charge.(i) 5-15 KVAr 440 V |
| 100 | Providing 3 – phase wiring of the electric energy meter switch fuse unit capacitor, star delta starter, motor etc. with 7/10 size copper wire and wiring of volt meter, amp meter, electric switch etc. as per direction of the Engineer-in-charge. |
| 101 | Providing and fitting fixing of Moulded Case Circuit Breaker(MCCB) of different Thermal release range, 415 + V, 50 Hz(L&T, BCH, ABB make) as per specification and direction of the Engineer-in-charge.(i) 63-80 Amps |
| 102 | Providing & fitting fixing of G.I. flange (10 mm wall thickness) by welding with G.I./MS pipe and placing position as per specification and the direction of the Engineer-in-charge.i) 100 mm dia |
| 103 | ii) 125 mm dia |
| 104 | iii) 150 mm dia |
| 105 | Charges for making G.I. tail piece with MS flange ( 8 mm wall thickness) at one end & threading at other end in/c. cutting, threading, welding & fitting, fixing as per specification and the direction of the Engineer-in charge. (G.I. pipes will be supplied from the department free of cost).i)80 mm dia |
| 106 | ii)100 mm dia |
| 107 | iii)125 mm dia |
| 108 | iv)150 mm dia |
| 109 | Charges for making G.I reducer in/c. cutting, welding, threading at both end, fitting, fixing at site etc. as per specification and direction of the Engineer-in-charge.(G.I pipes will be supplied from the department free of cost).i)150 x 125 mm dia |
| 110 | ii) 150 x 100 mm dia |
| 111 | iii)125 x 100 mm dia |
| 112 | iv)100 x 80 mm dia |
| 113 | Providing and fitting fixing GI pipes medium class as per IS: 1239 with latest amendment complete with GI fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-In-Charge.A. External worki) 15 mm dia nominal bore |
| 114 | ii) 80 mm dia nominal bore |
| 115 | iii) 100 mm dia nominal bore |
| 116 | iv) 150 mm dia nominal bore |
| 117 | Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:-(i)Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 118 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete. (i) 40mm thick |
| 119 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and underincluding cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground with all leads and lifts including finishing even and smooth and curing complete as per direction of the Engineer in charge:--with cement mortar 1:3 ( 1 cement : 3 fine sand ) |
| 120 | Dismantling GS sheet roofing including ridges, hips,valleys, gutters wind ties etc. including dismembering and stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50 m etc.complete as per direction of the Engineer- in-charge. |
| 121 | ProvidingcorrugatedG.S.sheetroofingincludingvertical/curved surface fixedwithpolymercoatedJorLhooks,bolts andnuts8mm diameterwithbitumenandG.I.limpetwashersorwithG.I.limpet washersfilledwithwhiteleadandincludingacoatofapprovedsteel primerandtwocoatsofapprovedpaintonoverlappingofsheets complete(uptoanypitchinhorizontal/verticalorcurvedsurfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (i) 0.50 mm thick with zinc coating not less than 220 gm/m2. |
| 122 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :(i) Of area 3 sqm and below. |
| 123 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required:--Using M.S. angels 40x40x6 mm for diagonal braces |
| 124 | Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge. i) 150 mm dia. |
| 125 | Providing and fabrication of column pipe including fitting fixing of G.I flange by cutting the G.I pipe(conforming to IS:1239 medium class) into 3.05m long and welding the same with G.I flange as per specification and direction of the Engineer-in-charge(G.I pipe will be provided by the agency at his own cost & risk).i.For 100 mm dia G.I pipe with 10mm thick G.I flange |
| 126 | Providing and fitting fixing of MS rest clamp for resting of wholeassembly of the pump (550 X 100 X 10 mm ) |
| 127 | Labour for making 100/80 mm dia GI bend in/c. supplying and fitting fixing of required nos. of GI flange at both end of the bend in/c. necessary welding, cutting etc. and fitting fixing in position complete as per direction of the Engineer – in – charge. (GI pipe will be issued at free of cost) |
| 128 | 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 By manual means. |
| 129 | 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 |
| 130 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts in/c 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. |
| 131 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: i) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) |
| 132 | Reinforcement for R.C.C. works in/c straightening, cutting, bending, placing in position and binding all complete upto floor five level. i) Thermo-Mechanically treated bars/Cold twisted deformed steel bars. |
| 133 | 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: i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 134 | Centering shuttering including struttings, propping etc. and removal of form work for:i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 135 | ii) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 136 | 6 mm cement plaster of mix : i) In cement mortar 1:3(1 cement : 3 fine sand) |
| 137 | Neat cement punning. |
| 138 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture[Payment shall be made after submission of Test Certificate issued by the Manufacturer] :-New work ( two or more coats applied @ 3.84 kg/10 sqm) |
| 139 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.(i) Hot finished welded type (40 mm dia) |
| 140 | First class brick work in foundation and plinth including cost of all materials as required complete:-i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
AI Tender Summary
Tender Timeline
Apr 26, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMay 17, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 17, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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