Public Works Department-PWD has published Construction Of 5,000 Gallon Rcc Reservoir, Pvc Over Head Tank And Package Type Irp , Pump House, Pipeline Other Allied Works At Bop At Maharaja-I Within The Jurisdiction Of Raishyabari R.D Block. (Deposit Work) Construction Of 5,000 Gallon Rcc Reservoir,. Submission Date for this Tender is 12-04-2022. Reservoir Tenders in dhalai Tripura. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SH: Construction of 5,000 Gallon RCC underground 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 soil 2.13.1) 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- 5.3.2.1)1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 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 mix 12.1.2) 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. "-All kinds of soil |
| 22 | Charges for 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 |
| 23 | 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 |
| 24 | Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. A) D.I. all socketted Bend 90 degree ii) 100 mm dia |
| 25 | Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. ii). 100 mm dia |
| 26 | Providing and fixingC.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge. 100 mm dia. PN - 1.6 |
| 27 | Providing andfixing DI specials as perCPWD specification and direction of the Engineer - in - charge. |
| 28 | D.I. Flanged Socketted tail piece 100mm dia |
| 29 | D.I. all socketted Bend 90 degree 100mm dia |
| 30 | SH: Supplying & installation of 5000 ltr/Hr. capacity iron removal plant including installation of 15gm/hr. electro chlorinator |
| 31 | Providing installation & commissioning of iron Removal plant comprising of iron removal filter standard Composite pressure vessel made of corrosion resistant high qualityfrp filter media comprises silica dioxide 90% manganese dioxide & other non-leaching chemicals. All chemicals are infused & thereby ensure long life of media (5-8 years) fitted with an on site chlorine generator (15gm/hr)Electro-chlorinator producing hypo – chlorite solution using common salt as raw materials for oxidation & disinfection through metering pump & multiport valve provided to operate the system very easily by changing the knob into back wash, close filtration mode whenever needed including fitting fixing of necessary pipe line for raw water, interconnection all chambers delivery out – let as required with suitable engineering plastic as per direction of engineer-in-charge. |
| 32 | Operation, upkeepment ofwhole plant & other allied equipment etc including supplying of chemical &consumable materials for 1(one) year from the date of commissioning. |
| 33 | SH: Construction of semi permanent pump shed (Internal Size : 3.00 Mtr. X 4.00 Mtr.) with half brick walling & GCI sheet roofing fitted with tubular truss |
| 34 | 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 kind of Soil |
| 35 | 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 kind of Soil |
| 36 | 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. |
| 37 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level |
| 38 | 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size) |
| 39 | 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) |
| 40 | 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. a) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 41 | First class brick work in foundation and plinth including cost of all materials as required complete:- a) In cement mortar 1:4 (1 cement : 4 fine sand ) |
| 42 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- a) In cement mortar 1:4(1 cement : 4 fine sand ). |
| 43 | Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete. |
| 44 | 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. Using MS angles 40X40X6 mm diagonal braces |
| 45 | 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 etc. complete.a) 40 mm thick with 20 mm well burnt brick aggregate. |
| 46 | 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.a) 0.63mm thick with zinc coating not less than 275gm/m2 |
| 47 | Steel work in built up tubular (round,square or rectangular hollow tubes etc) trusses includng cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete as required:- a) Hot finished welded type tubes |
| 48 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:- a) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete. |
| 49 | 12 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete. a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 50 | 15 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete. a) In cement mortar 1 : 4(1 cement : 4 fine sand) |
| 51 | Neat cement punning. |
| 52 | Applying one coat of cement primer of approved brand and manufacturer on wall surface complete. Water thinnable cement primer |
| 53 | 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) complete. |
| 54 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade[Payment shall be made after submission of Test Certificate issued by the Manufacturer] New work ( two or more coats ) over and including a priming coat with cement primer. |
| 55 | Finishing with epoxy paint ( two or more coats ) of approved brand and manufacture at all locations prepared and applied as per manufacturer"s specification on new work including appropriate priming coat, preparation of surface etc. complete.[Payment shall be made after submission of Test Certificate issued by the Manufacturer] a) On steel work |
| 56 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. a) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars |
| 57 | Providing and fixing hard drawn steel wire fabric 75 x 25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to be concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour tool & plants as required and as per direction of the Engineer-in-Charge. |
| 58 | SH:-Supplying, installation & commissioning of 5HP capacity DC Submersible Solar Photovoltaic Water Pumping System with Solar Photovoltaic Module, charge controller |
| 59 | Supplying, installation & commissioning of 5HP capacity DC Submersible Solar Photovoltaic Water Pumping System (water filled) with water output of 50400 LPD from a total shutoff dynamic head of 150 meters and Discharge head of 100 meters having PV array capacity of 4800 Wp, DC Motor pump set etc Module mounting structure and laying of cables of specified size, junction boxes, laying of delivery water pipe line (around 50 meters from the motor pump)etc. with 5 years warranty/ guarrantee from the date of commissioning ( 25 years guarrantee/warranty for SPV Modules. (RATE APPROVED BY TREDA) |
| 60 | Providing and fixingC.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as perCPWD specification and direction of the Engineer - in - charge. |
| 61 | (b) 65 mm dia.{P.N-1.0} |
| 62 | (c) 50 mm dia.{P.N-1.0} |
| 63 | Constructing masonry chember 120x120x100 cm , inside with brick work in cement mortar 1:4(1cement:4fine sand) for sluice valve, with CI surface box 100 mm top diameter, 160 mm bottom dia and 180 mm deep (inside)with chian lead and RCC top slab 1:2;4 mix(1cement:2fine sand:4 graded stone aggregate 20mm nominal size) necessary excavating foundation concrete 1:5:10(1cement:5fine sand:10 graded stone 40 mm nominal size) and inside platering with cement mortar 1:3(1cement:3fine sand) 12 mm thick finishing with a floating coat of neat cenet complete as per standard degine, CPWD specification and direction of the Engineer-in-charge. a)with first class brick |
| 64 | Making road crossing by horizantal boaring for smoothly lating of UPVC/CI/DI/GI pipe etc of requiered dia complete as per specification &direction of the Engineer in charge. B)By manual means |
| 65 | Providing & fixing GI bend/elbow in the pipeline including testing of joints complete as CPWD specification & direction of incharge. |
| 66 | i)15 mm dia |
| 67 | ii)25 mm dia |
| 68 | iii)40 mm dia |
| 69 | iv)50 mm dia |
| 70 | v)65 mm dia |
| 71 | Providing & fixing GI reducer in the pipeline including testing of joints complete as CPWD specification & direction of incharge. |
| 72 | i) 25x15 mm |
| 73 | ii) 40x25 mm |
| 74 | iii) 40x15 mm |
| 75 | iv) 50X40 mm |
| 76 | v) 65x50 mm |
| 77 | Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 78 | i. 15x15x15 mm dia |
| 79 | ii. 25x25x25 mm dia |
| 80 | iii. 40x40x40 mm dia |
| 81 | iv. 50x50x50 mm dia |
| 82 | v. 65x65x65 mm dia |
| 83 | Providing and fixing of CI non-return valve of approved quality as per chapter clause 201 of CPWD and as per direction of Engineer in charge. |
| 84 | (i) 50 mm dia. |
| 85 | (ii) 65 mm dia. |
| 86 | Providing & fixing CI bibcock (long handle) as per chapter 20 of CPWD specification and direction of Engineer in charge. (i) 15 mm dia. |
| 87 | Providing & fixing GI full way valve as per CPWD specification & direction of the Engineer in charge.a |
| 88 | i)40 mm dia |
| 89 | ii)50 mm dia |
| 90 | iii)65 mm dia |
| 91 | Providing & fixing bruss ferrule with CI cover conforming t0 IS:2692 in/c boaring and taping the main as per chapter 20 of CPWD specification and direction of Engineer in charge. i.10 mm nominal bore |
| 92 | Providing & fixing of GI socketas CPWD specification & direction of incharge. i)15 mm dia |
| 93 | Welding by gas or electric plant including transportion of plant at site etc. completeas per standard design. |
| 94 | Providing & fixing of GI union jointsas per CPWD specification and direction of Engineer in charge |
| 95 | (i) 15mm dia |
| 96 | (ii) 25mm dia |
| 97 | (iii) 40 mm dia |
| 98 | (iv) 50 mm dia |
| 99 | (v) 65 mm dia |
| 100 | Providing & fixing GI Nipple of medium classas per chapter 20 of CPWD specification and direction of Engineer in charge. |
| 101 | (i) 15mm dia 75mm long |
| 102 | (ii) 15mm dia 225mm long |
| 103 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately). |
| 104 | i) 15 mm dia. |
| 105 | ii) 25 mm dia. |
| 106 | Providing & fixing GI pipes medium class as per IS 1239 with latest ammedment complete GI fitting in/c trenching & refilling cutting & making good the well etc. complete sa per CPWD specification& direction of the Engineer in charge. A. External Work |
| 107 | i) 15 mm dia nominal bore |
| 108 | ii) 25 mm dia nominal bore |
| 109 | iii) 40 mm dia nominal bore |
| 110 | iv) 50 mm dia nominal bore |
| 111 | v) 65 mm dia nominal bore |
| 112 | Providing & fitting fixing GI flanged(10mmwall thickness) by welding with GI-MS pipe and placning position as per direction of the Engineer in charge. |
| 113 | i) 80 mm dia |
| 114 | ii) 65 mm dia |
| 115 | iii) 50 mm dia |
| 116 | Sub-Head: Construction of 2000ltr capacity over head PVC syntex |
| 117 | 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 leadof 50 m. -All kinds of soil |
| 118 | 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 liftupto 1.5 m. -All kinds of soil |
| 119 | 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. |
| 120 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burntbrick aggregate 20 mm nominal size) |
| 121 | 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: 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 122 | Centering shuttering including struttings, propping etc. and removal of form work for: Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 123 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D ormore |
| 124 | 12 mm cement plaster of mix Cement mortar 1:4 (1 cement : 4 fine sand) |
| 125 | Providing and fixing MS bolts including nuts and washers complete as per standard design:-Above 300mm length. |
| 126 | Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 127 | Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in - charge. v. 40 mm dia |
| 128 | Painting on steel surfacees providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surfaceto give an even shade as per MoRT&H Technical specification clause 803 |
| 129 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.25 mm nominal bore. Weighing not less than 62 gms. |
| 130 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A. External work. |
| 131 | i) 40 mm nominal bore |
| 132 | i) 32 mm nominal bore |
| 133 | Welding by gas or electric plant including transportion of plant at site etc. complete as per standard design. |
| 134 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
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