Public Works Department-PWD has published Jjm Scheme Under North Tripura District During The Year 2021-22 / Construction Of Innovative Water Supply Project Based On The Local Cherra At Jolidhanpara Const. Of Sedimentation Tank, Rcc Tray Aerator, Boundary Wall, Site Development And Prote. Submission Date for this Tender is 09-11-2021. Flood Protection Tenders in Damcherra Tripura. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | A)Sub Head : Site development in/c all allied works |
| 2 | 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 |
| 3 | 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 |
| 4 | B )Sub Head : RCC TRAY AERATOR (5000 GPH capacity ) |
| 5 | 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 |
| 6 | 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 |
| 7 | 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. |
| 8 | 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 |
| 9 | 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) |
| 10 | Reinforced cement concrete work in chimneys, shafts, up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 5.6.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 11 | 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- 5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 12 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 13 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 14 | 5.8.1.2 Foundations, footings, bases for columns etc. for mass concrete with steel formwork |
| 15 | 5.8.6.4 Circular Columns with ply shutters |
| 16 | 5.8.4.2 Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 17 | 6 mm cement plaster of mix : 12.4.1) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 18 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.30.1) 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) |
| 19 | Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as perCPWD specification and direction of the Engineer - in - charge. |
| 20 | i). 150 mm dia |
| 21 | v). 200 mm dia |
| 22 | Providing and fixing G.I. pipes of Heavy class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good thewalls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. A)External work. xi). 150 mm dia. nominal bore |
| 23 | 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. xi). 150 mm dia |
| 24 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 25 | iv). 150 mm dia A)PN - 1.6 |
| 26 | v). 200 mm dia. A)PN - 1.6 |
| 27 | 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 CPWD specification and direction of the Engineer - in - charge. |
| 28 | v). 150 mm dia |
| 29 | v). 200 mm dia |
| 30 | Charges for cutting D.I. pipe with steel saw bymanual means as per CPWD specification and direction of the Engineer - in charge. |
| 31 | v). 150 mm dia |
| 32 | v). 200 mm dia |
| 33 | C)Sub Head :Sedimentation Tank (20,000 Gallon capacity) |
| 34 | 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. |
| 35 | 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 |
| 36 | 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 |
| 37 | 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 |
| 38 | 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. |
| 39 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work upto plinth level: |
| 40 | i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size) |
| 41 | ii) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 42 | 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: 1:1:2 ( 1 Cement: 1 fine sand : 32graded stone aggregate 20 mm nominal size) |
| 43 | 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) |
| 44 | 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- 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 45 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 46 | i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 47 | ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 48 | iii) Suspended floors, roofs, landings, balconies and access platform with timber planks |
| 49 | iv) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 50 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete uptoplinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 51 | First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 52 | Half brick works with First class bricks in super structureupto floor fivelevel including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 53 | 12 mm cement plaster ofmix: In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 54 | Neat cement punning. |
| 55 | White washing with lime to give an even shade i) two or more coat |
| 56 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer"s specification |
| 57 | Finishing walls with textured exterior paint of required shade of approved brand and manufacture on old work ( one or more coats ) including preparation of surface as required complete as per direction of the Engineer in charge. |
| 58 | Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required: i) G.I.pipes. |
| 59 | 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:9 |
| 60 | i) In stringers, treads, landing etc. of stair cases including use of chequered plate wherever required, all complete |
| 61 | ii) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete |
| 62 | Providing and fixing CIsluice valveClass 1 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 charge i)150 mm dia. |
| 63 | Providing and fixing G.I pipe meium 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 chapter 20 of CPWD specification and direction of the Engineer-in-charge. A. External works i) 150 mm dia nominal bore |
| 64 | Sub Head:- Construction of boundary wall and allied works |
| 65 | 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. a) All kinds of soil |
| 66 | 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 |
| 67 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. 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 |
| 68 | 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. |
| 69 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 4.1.6)1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt stone aggregate 40 mm nominal size |
| 70 | 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 stoneaggregate 20 mm nominal size) |
| 71 | 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.) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 72 | 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.) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 73 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 74 | 5.8.1.1)Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 75 | 5.8.5.2)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 76 | 5.8.6.2) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 77 | b) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 78 | 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 ). |
| 79 | Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- 6.10.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 80 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- 6.12.3) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 81 | Steel work welded in built up section/ framed work including cutting hoisting, fixing in position and applying a prime coat of approved steel primer using steel etc. Complete as required. 9.15.2)In grating, frames, guard bar, railing, brackets, gates and similar works, all complete. |
| 82 | 12 mm cement plaster of mix 12.1.4) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 83 | 15 mm cement plaster on the rough side of single or half brick wall of mix: 12.2.2 In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 84 | 6 mm cement plaster of mix : In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 85 | Neat cement punning. |
| 86 | 1x160.00x0.250=37.5 |
| 87 | Applying priming coats with primer of approved brand and maufacture, having low VOC (Volatile organic compound) content. [ Payment shall be made after submission of Test Certificate issued by the Manufacturer].(SOR 2017 PWD Buildings-12.34) 12.34.3) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 88 | 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] : i)New work ( two or more coats applied @ 3.84 kg/10 sqm) |
| 89 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work |
| 90 | Providing and fixing 1st quality ceramic glazed wall tiles (minimum 200 x 300) conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-in-charge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete. |
| 91 | Providing and fixing precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry including rubbing and cleaning complete as per direction of the Engineer-in- Charge. |
| 92 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the 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-incharge. |
| 93 | I)Sub Head : Protection works for Structures near cherra bed |
| 94 | 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 |
| 95 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work upto plinth level: i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size) |
| 96 | 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 |
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