Jjm Scheme Under Dws Division, Dharmanagar In The Year 2021-22 / Sh- Const. Cwr For The Existing Water Supply Scheme In / C. Providing Laying Distribution Pipeline, Domestic Connection Etc. At Madhuchnadra Para Of Kalapani Vc Of Dws Sub-Division Dasda
Tender Value
54.10 Lakhs
Estimated cost
Bid Submission
28 Sep 2021
0 days left
EMD
54105
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dasda → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Jjm Scheme Under Dws Division, Dharmanagar In The Year 2021-22 / Sh- Const. Cwr For The Existing Water Supply Scheme In / C. Providing Laying Distribution Pipeline, Domestic Connection Etc. At Madhuchnadra Para Of Kalapani Vc Of Dws Sub-Division Dasda Jjm Scheme Under Dws Division, Dharmanagar In The Year 2021-22 / Sh- Const. Cwr For The Existing Water Supply Scheme In / C. Providing Laying Distribution Pipeline, Domestic Connection Etc. At Madhuchnadra Para Of Kalapani Vc Of Dws Sub-Division Dasda.
BOQ
| Sl. No. | Item Description |
| 1 | Sub-Head:-Construction of Clear Water Reservoir |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.-All kinds of soil |
| 4 | Earth work in excavation 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 soil2.13.1) By manual means |
| 5 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:4.1.14) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size) |
| 7 | 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:5.1.1)1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring,shuttering, finishing and reinforcement- |
| 10 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 11 | Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 12 | Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 13 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 15 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 16 | First class brick work in foundation and plinth including cost of all materials as required complete:-6.1.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 17 | 12 mm cement plaster of mix12.1.2) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 18 | 6 mm cement plaster of mix :12.4.1) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 19 | Neat cement punning. |
| 20 | Finishing walls with textured exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.28 kg/10 sqm) over and including base coat water proofing cement paint applied @ 2.20 kg/10 sqm complete. |
| 21 | 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. |
| 22 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.A). For UPVC pipes in new worka). In all kinds of soili). For pipes not exceeding 90 mm dia |
| 23 | B. For G.I. / C.I. / D.I. pipes in new worka. In all kinds of soilii. For pipes exceeding 90 mm dia but notexceeding 300 mm dia |
| 24 | 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 - charge.ii. 100 mm dia Ductile Iron Class K-7 pipes. |
| 25 | Charges for push-on ( Tyton ) joints to centrifugually ( 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.ii. 100 mm dia |
| 26 | Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.D.I. all socketted tee |
| 27 | 100 x 100 x 100 mm dia |
| 28 | J) D.I. Flanged Socketted tail piece |
| 29 | 100 mm dia |
| 30 | K) D.I. Flanged Spigotted tail piece |
| 31 | 100 mm dia |
| 32 | B. D.I. all socketted Bend 45 degree |
| 33 | ii. 100 mm dia |
| 34 | Providing and fixing CI SLUICE valve with cap complete with bolts, nuts, rubber insertions etc (the tail piece if required will be paid separately) as per chapter 20 of CPWD specification and direction of engineer in chargeiv. 100 mm dia. A. PN-1.6 |
| 35 | Providing and fixing C.I double action air valve of approved quality with nuts, bolts, rubber insertion complete etc. as per chapter 20 of CPWD specification and direction of engineer in charge(the tailpiece, tapper etc. if required will be paid separately.iii) 100 mm dia. |
| 36 | Providing and fixing C.I non-return valve of approved quality as per chapter 20 of CPWD Specification and direction of the Engineer-in-charge.iii) 100 mm dia. |
| 37 | Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge.a) 15 mm nominal bore |
| 38 | Providing and fixing G.I unionas per chapter 20 of CPWD specification and direction of the engineer-in-charge.i) 15 mmNominal bore |
| 39 | Providing and fixing G.I socketas per chapter 20 of CPWD specification and direction of the engineer-in-charge.i) 15 mmNominal bore |
| 40 | Providing and fixing of brass ferrule with C.I cover conforming t o IS 2692in/c boring and tapping the main as per chapter 20 of CPWD specification and direction of the engineer-in-charge.a) 15 mm nominal bore. |
| 41 | Providing and fixing UPVC service saddle as per chapter 20 of CPWD specification and direction of the engineering in chargev. 90 mm dia with 15 mm dia opening |
| 42 | Constructing masonry Chamber 90 x 90 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 bricks |
| 43 | 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 : 14182including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) asper CPWD specification and direction of the Engineer - in -charge.A. Class - 3 ( working pressure 6.0 kg / cm2) |
| 44 | iii) 90mm |
| 45 | Sub-Head:-Construction of Pump House |
| 46 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.-All kinds of soil |
| 47 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (notexceeding 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 |
| 48 | 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 |
| 49 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 50 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 51 | 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stoneaggregate 20 mm nominal size) |
| 52 | First class brick work in foundation and plinthincluding cost of all materials as required complete:-6.1.5) In cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 53 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-6.3.3) In cement mortar 1:4 (1 cement : 4 fine sand ). |
| 54 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 55 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 56 | 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:5.1.2)1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 57 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- 5.2.2.2) .1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 58 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-5.3.21:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 59 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 60 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 61 | Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 62 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 63 | Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 64 | Weather shade, Chajjas, corbels etc., including edges |
| 65 | 12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 66 | 15 mm cement plaster on the rough side of single or half brick wall of mix:a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 67 | 6 mm cement plaster of mix :a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 68 | Neat cement punning. |
| 69 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete.10.5.1)40mm thick. |
| 70 | Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete.10.13.1)18 mm thick |
| 71 | Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design. |
| 72 | Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 73 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.8.46.1) Fixed to steel windows by welding |
| 74 | Providing and fixing in position 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide sufficiently long at the top and bottom respectively, channels & with bolts, nuts, rivets, locking arrangement, stoppers, handles, hold fast 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. |
| 75 | 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.9.12.1) Hot finished welded type tubes |
| 76 | 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 |
| 77 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters andtrusses and including cutting to size and shape wherever required.11.1.2) 0.63mm thick with zinc coating not less than 275gm/m2 |
| 78 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. |
| 79 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 1.67 litre/10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 80 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. [Payment shall be made after submission of Test Certificate issued by theManufacturer] |
| 81 | Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 82 | 12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand ) in single layer :12.16.3) Raised Band |
| 83 | Lettering with black japan paint of approved brand and manufacture on new work. |
| 84 | SH: ELECTRICAL AND MECHANICAL WORKS |
| 85 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inchx 9 feet ), nuts & bolts etc. for irrection of the same by1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and paintingtwo ormore coats & plastic paint as per specification and direction of the Engineer-in-charge.. |
| 86 | Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge.i) 16 sqmm |
| 87 | 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.ii) 35 HP/26 kw Relay range within 20-32 + 10% |
| 88 | 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 / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge.i) 100 amps |
| 89 | Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge.Iv) 63-80Amps |
| 90 | 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) as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. |
| 91 | Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make)and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. |
| 92 | Providing and fitting fixing3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder completeas per specification and direction of the Engineer-in-charge. |
| 93 | 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 |
| 94 | Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) ,laying of 4 mm dia GI wire from earth electrode to panel,including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge.ii) for 3-phase connection with 4.00 mtr. Long G.I. pipe |
| 95 | Providing and Installation of Providing & installation and commissioning of 76.00 mtr head water lubricated submerssible pump with 3 Ph , 415 V ACmotorwith star delta connectionupto the depth of100 ft by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as required welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge (pump, motor with cable will be issued by the Department at free of cost but G.I. pipe of medium class for column assembly will be supplied by the agency at his cost).i) 2500 GPH capacity with 50 / 65 mm dia G.I. pipe and 10 mm thick GI flange |
| 96 | Providing, Installation, Commissioning and Testing of Solar Photovoltaic Water Pumping System as per required load for operation of submersible AC Solar pumpupto the depth of 100 ft by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as required welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run etc. complete with all electro-mechanical accessories in water supply scheme comprising of SPV arrays contain required number of SPV module with cells of mono/ polycrystalline type (As per IEC61215, 61730 & 61701 with RFID tag) with minimum IP68 protection for junction box, having same capacity, type and specification connected in series or parallel to obtain the required voltage or current outputwith minimum PV array of required capacity measured under Standard Test Conditions (STC).(Use of PV modules with higher power output will be preferred), along with necessary mounting structure ( hot dip galvanized iron structures of adequate strength and appropriate design suitable for mounting SPV Module at a minimum height of 5 ft on existing RCC base to avoid flood water as per approved drawing, Solar Pump control panel comprising SPV Controller with built in Maximum Power Point Tracker (MPPT), full protection and diagnostic mechanism with minimum IP54 protection (as per IEC 61683/ IS 61683) and other necessary protection devices, necessary cabling work (All cables shall be as per IS 694. Suitable size of cables shall be used in sufficient for inter-connection between SPV array to SPV Controller and the SPV controller to solar powered pump set. Selection of cables should be as per IS 14536) and all other allied accessories (all components shall be as per MNRE guideline) including installation at site, complete in all respect to provide desired power output and satisfactory trial & testing as per direction of the Engineer-in-Charge. |
| 97 | i) 5 HP submersible AC Solar pump ( Flow Rate:85-131 cu.m / day, Head Range : 88-57 m ) with 80 mm dia G.I. pipe and 10 mm thick GI flange, minimum PV array capacity of 4800 watt (16 modules) measured under Standard Test Conditions (STC) along with hot dip G.I.mounting structure 3 pole suitable for 6 SPV module/pole) |
AI Tender Summary
Tender Timeline
Sep 08, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedSep 28, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 28, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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