Public Works Department-PWD has published Water Supply Scheme At Shailaram Para Of Dasamoni Adc Under Dasda R.D Block In The Year 2021-22 / Construction Of 20000 Gallon Capacity Surface Water Supply Scheme Based On Local Stream At Shaliram Para Including All Allied Works Complete Approach Roa. Submission Date for this Tender is 28-09-2021. Electromechanical Work Tenders in Dasda Tripura. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SH :Approach road and Site development |
| 2 | Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankement upto a distance of 100 m ( average lead of 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grade and cross-section as per MoRT&H Technical Specification clauses of section 300. |
| 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 By manual means |
| 5 | 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 |
| 6 | 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. |
| 7 | 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 stone aggregate 20 mm nominal size) |
| 8 | 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) |
| 9 | 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- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 10 | 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) |
| 11 | Centering shuttering including struttings, propping etc. and removal of form work for: i)Foundations, footings, bases for columns etc. for mass concrete with steel formwork |
| 12 | ii) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 13 | iii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 14 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 15 | 15 mm cement plaster on the rough side of single or half brick wall of mix: In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 16 | 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:- |
| 17 | SH: Sedimentation tank (20,000 Gallon Capacity) |
| 18 | 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. |
| 19 | 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 os soil |
| 20 | 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. |
| 21 | 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 20 mm nominal size) |
| 22 | 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 : 2 graded stone aggregate 20 mm nominal size) |
| 23 | 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) |
| 24 | 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) |
| 25 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 26 | a) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 27 | b)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 28 | c)Suspended floors, roofs, landings, balconies and access platform with timber planks |
| 29 | d)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 30 | A)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 or more |
| 31 | B) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 32 | 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 ). |
| 33 | 6 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete. In cement mortar 1:3 ( 1 cement : 3 fine sand ). |
| 34 | Neat cement punning.(Quantity same as item no- 11) |
| 35 | Distempering with oil bound washable distemper of approved brand and manufacture and of required shade on new work ( two or more coats ), over and including a priming coat of cement primer to give an even shade complete. |
| 36 | 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:- |
| 37 | 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:-In grating, frames, guard bar, railing, brackets, gates and similar works, all complete. |
| 38 | 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. A). External work |
| 39 | i) 200 mm dia Ducctile Iron K-7 pipes |
| 40 | ii)150 mm dia Ducctile Iron K-7 pipes |
| 41 | iii) 125 mm dia Ductile Iron Class K-7 pipes. |
| 42 | iv)100 mm dia Ducctile Iron K-7 pipes |
| 43 | 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-chage. |
| 44 | i. 150 mm dia.A) PN- 1.6 |
| 45 | ii. 200 mm dia. A) PN- 1.6 |
| 46 | 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. |
| 47 | i) 200 mm dia |
| 48 | ii) 150 mm dia |
| 49 | iii) 125 mm dia |
| 50 | iv) 100 mm dia |
| 51 | Providing and fixing DI specials as per CPWD specification and direction of the Engineer-In-Charge. |
| 52 | A. D.I. all socketted Bend 90 degree |
| 53 | i. 150 mm dia |
| 54 | ii. 200 mm dia |
| 55 | J. D.I flanged socketted tail piece. |
| 56 | i. 150 mm dia |
| 57 | ii. 200 mm dia |
| 58 | K. D.I flanged spigotted tail piece. |
| 59 | i. 150 mm dia |
| 60 | ii. 200 mm dia |
| 61 | 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 |
| 62 | Extra for Providing and mixing water proofing material in cement concrete work in doses by weight of cement manufacturer"s specification |
| 63 | SH : HRF-SSF (4,000 Lt/h Capacity) |
| 64 | 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. |
| 65 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed: All kinds of soil. |
| 66 | 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 |
| 67 | 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. |
| 68 | 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 burnt brick aggregate 20 mm nominal size) |
| 69 | 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 : 2 graded stone aggregate 20 mm nominal size) |
| 70 | 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) |
| 71 | 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) |
| 72 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 73 | a) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 74 | b)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 75 | c)Suspended floors, roofs, landings, balconies and access platform with timber planks |
| 76 | A) 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 or more |
| 77 | B) Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 78 | 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 1:3 ( 1 cement : 3 fine sand ). |
| 79 | 12 mm cement plaster of mix Cement mortar 1:4 (1 cement : 4 fine sand) |
| 80 | 6 mm cement plaster In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 81 | Neat cement punning |
| 82 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like as required as per direction of the Engineer-in-charge, consisting of : (i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) 2nd course of 20 mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) 3rd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) 4th course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/ sqm). [Payment shall be made after submission of the product performance shall carry guaranteed for 10 years against any leakage] |
| 83 | Providing and fixing MS angle ( 50 x 50 x 5 mm) to act as nosing with lugs of MS flat 10 x 5 mm, 100 mm long forked at end 60 cm apart ( minimum three lugs to be provided ) including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete. |
| 84 | 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:- |
| 85 | Providing and fixing G.I. pipes of Heavy class as per IS:1239 with latest amendment complete with G.I.fitting including trenching and refilling, cutting and making good the walls etc.complete as per CPWD specification and direction of the Engineer-in-charge. |
| 86 | i) 32 mmdia. nominalbore |
| 87 | ii) 50 mmdia. nominalbore |
| 88 | iii) 100 mmdia. nominalbore |
| 89 | Providing and placing filter sand (local quarry) including washing the bed etc complete as per direction of the Engineer - in-charge. |
| 90 | Providingand placing rapid gravity filter gravels having effective size of 3.00 mm to 25 mm & uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river, West Bengal as per specification and thedirection of the Engineer - in-charge. |
| 91 | 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 cementconforming 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 110 mm OD |
| 92 | Suplying and fitting fixing of 100mm dia UPVC screen pipe (slot size 0.20mm) conforming to relavant IS including necessary fittings etc. complete as per direction of the Engineer-in -charge. |
| 93 | 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.A). External work |
| 94 | i) 200 mm dia Ducctile Iron K-7 pipes |
| 95 | ii)150 mm dia Ducctile Iron K-7 pipes |
| 96 | iii) 125 mm dia Ductile Iron Class K-7 pipes. |
| 97 | iv) 100 mm dia Ducctile Iron K-7 pipes |
| 98 | 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. |
| 99 | i) 200 mm dia |
| 100 | ii) 150 mm dia |
| 101 | iii) 125 mm dia |
| 102 | iv) 100 mm dia |
| 103 | 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-chage. |
| 104 | i. 100 mm diaA. PN - 1.6 |
| 105 | ii. 125 mm dia. A. PN - 1.6 |
| 106 | iii. 150 mm dia. A. PN - 1.6 |
| 107 | Providing and fixing DI specials as per CPWD specification and direction of the Engineer-In-Charge. |
| 108 | J. D.I flanged socketted tail piece. |
| 109 | i. 100 mm dia |
| 110 | ii. 125 mm dia |
| 111 | iii. 150 mm dia |
| 112 | iv. 200 mm dia |
| 113 | K. D.I flanged spigotted tail piece. |
| 114 | i. 100 mm dia |
| 115 | ii. 125 mm dia |
| 116 | iii. 150 mm dia |
| 117 | iv. 200 mm dia |
| 118 | Extra for Providing and mixing water proofing material in cement concrete work in doses by weight of cement manufacturer"s specification |
| 119 | Providing fitting fixing of Rigid PVC Sheet of minimum thickness 10.00 mmas a partition wall for HRF -SSFunit in/c making required numbers of5 x 75 mm size slots in staggered manner in the PVC sheet as per approved design, placing by making grooves in the existing inner wall & floor of the chamber, fixing with required cement mortar of ratio 1:3 (1 cement : 3 fine sand) / nuts& bolts / GI fixing plateetc. as per specificationand direction of the Engineer-in-Charge. |
| 120 | SH:- RCC TRAY AERATOR (5000 GPH capacity ) |
| 121 | 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 |
| 122 | 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. |
| 123 | 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. |
| 124 | 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 |
| 125 | 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: |
| 126 | 5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 127 | 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) |
| 128 | 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) |
| 129 | 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 |
| 130 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 131 | 5.8.1.2 Foundations, footings, bases for columns etc. for mass concrete with steel formwork |
| 132 | 5.8.6.4 Circular Columns with ply shutters |
| 133 | 5.9.5.1 Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 134 | 5.8.4.2 Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 135 | 6 mm cement plaster of mix : 12.4.1) In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 136 | 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) |
| 137 | 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. |
| 138 | i). 150 mm dia |
| 139 | v). 200 mm dia |
| 140 | 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. |
| 141 | xi). 150 mm dia. nominal bore |
| 142 | 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. |
| 143 | xi). 150 mm dia |
| 144 | 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. |
| 145 | iv). 150 mm diaA)PN - 1.6 |
| 146 | v). 200 mm dia. A)PN - 1.6 |
| 147 | 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. |
| 148 | v). 150 mm dia |
| 149 | v). 200 mm dia |
| 150 | Charges for cutting D.I. pipe with steel saw bymanual means as per CPWD specification and direction of the Engineer - in charge. |
| 151 | v). 150 mm dia |
| 152 | v). 200 mm dia |
| 153 | SH:-Construction of 20000 gallon capacity semiunder ground reservoir |
| 154 | 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. |
| 155 | Earth work in excavation 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-By manual means |
| 156 | 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. |
| 157 | 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 stone aggregate 20 mm nominal size) |
| 158 | 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 : 2 graded stone aggregate 20 mm nominal size) |
| 159 | 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) |
| 160 | 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) |
| 161 | Centering shuttering including struttings, propping etc. and removal of form work for:a) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 162 | 2)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 163 | 3)Suspended floors, roofs, landings, balconies and access platform with timber planks |
| 164 | 4)Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 165 | A) 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 or more |
| 166 | B)Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 167 | 6 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete. In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 168 | Neat cement punning. (Quantity same as plastering) |
| 169 | Finishing walls with acrylic smooth exterior paint ofrequired shade of approved brand and manufacture 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) |
| 170 | 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. |
| 171 | iv. 150 mm dia |
| 172 | v. 200 mm dia |
| 173 | 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. |
| 174 | ii) 150 mm dia |
| 175 | iii). 200 mm dia |
| 176 | Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 177 | A) D.I. all socketted Bend 90 degree |
| 178 | iii) 150 mm dia |
| 179 | iv) 200 mm dia |
| 180 | B). D.I. all socketted Bend 45 degree |
| 181 | iii. 125 mm dia |
| 182 | iii) 150 mm dia |
| 183 | iv) 200 mm dia |
| 184 | J) D.I. Flanged Socketted tail piece |
| 185 | iii. 125 mm dia |
| 186 | iii) 150 mm dia |
| 187 | iv) 200 mm dia |
| 188 | K) D.I. Flanged Spigotted tail piece |
| 189 | iii. 125 mm dia |
| 190 | iii) 150 mm dia |
| 191 | iv) 200 mm dia |
| 192 | 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 charge |
| 193 | v. 125 mm dia. A. PN-1.6 |
| 194 | vi. 150 mm dia. A. PN-1.6 |
| 195 | vii. 200 mm dia. A. PN-1.6 |
| 196 | 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 |
| 197 | Extra for Providing and mixing water proofing material in cement concrete work in doses by weight of cement manufacturer"s specification |
| 198 | SH:- Pump house,Electrical and Mechanical works |
| 199 | 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 |
| 200 | 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 |
| 201 | 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 |
| 202 | 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. |
| 203 | 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) |
| 204 | 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) |
| 205 | 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 ) |
| 206 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- In cement mortar 1:4 (1 cement : 4 fine sand ). |
| 207 | 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 ). |
| 208 | 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. |
| 209 | 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) |
| 210 | 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- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 211 | 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) |
| 212 | A)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 or more |
| 213 | B)Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 214 | a) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 215 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 216 | c) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 217 | d) Weather shade, Chajjas, corbels etc., including edges |
| 218 | 12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 219 | 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 ) |
| 220 | 6 mm cement plaster of mix : a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 221 | Neat cement punning. |
| 222 | 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. i) 40mm thick. |
| 223 | 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. 18 mm thick |
| 224 | Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design. |
| 225 | 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. |
| 226 | 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. Fixed to steel windows by welding |
| 227 | 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. |
| 228 | 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 |
| 229 | 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 |
| 230 | 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 |
| 231 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete. |
| 232 | 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] |
| 233 | 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] |
| 234 | Painting with synthetic enamel paint of approved brand and manufacture of required colour 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 over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture |
| 235 | 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 |
| 236 | Lettering with black japan paint of approved brand and manufacture on new work. |
| 237 | SH:- ELECTRICAL AND MECHANICAL WORKS |
| 238 | 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.. |
| 239 | 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 |
| 240 | 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% |
| 241 | 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 |
| 242 | 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 |
| 243 | 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. |
| 244 | 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. |
| 245 | 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. |
| 246 | 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 |
| 247 | 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 |
| 248 | Providing & installation of 76.00 mtr head water lubricated submerssible pump with 3 Ph , 415 VACmotorwith star delta connection along withPVC insulated 3 coreflat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as requiredupto the depth of 6.10 mtr 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 (each pump with motor shall consist of stainless steel impeller conforming to relevant BIS code. pump make : Duke/KSB/WPIL/Texmo/CRI/Calama) (Pumpset, cable, GI column pipes with necessary fittings etc. will be supplied by the agency at his cost and for main switch / starter payment will be done separately). ii) 2500 GPH capacity with 50 / 65 mm dia G.I. pipe and 10 mm thick GI flange |
| 249 | SH:-Construction of Infiltration Well |
| 250 | Earthwork in excavation for structures as per drawing and MORT &H technical specifications Clause 304 i/c setting out construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I) Ordinary Soil A) By Manual Means |
| 251 | i) Upto 3 m depth |
| 252 | ii) 3 m to 6 m depth |
| 253 | iii)above 6 m depth |
| 254 | 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 20 mm nominal size) |
| 255 | 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 ). |
| 256 | 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- 1:1.5:3 ( 1 Cement: 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 257 | A) 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 or more |
| 258 | B)Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 259 | Centering shuttering including struttings, propping etc. and removal of form work for: i)Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 260 | ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 261 | Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 2504.2.2 |
| 262 | 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. |
| 263 | 12 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete. 1.2) In cement mortar 1 : 4 (1 cement : 4 fine sand) |
| 264 | 6 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete. 12.4.1) In cement mortar 1 : 3 (1 cement : 3 fine sand) |
| 265 | 12.5) Neat cement punning. |
| 266 | 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. |
| 267 | 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. i) 150 mm dia Ducctile Iron K-7 pipes.(Rising line from Infiltration Wellto aerator) |
| 268 | 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 perCPWD specification and direction of the Engineer - in - charge i)150 mm dia |
| 269 | Charges for cutting D.I. pipe with steel saw by manual meansas perCPWD specification and direction of the Engineer - in - charge. i)150 mm dia |
| 270 | Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 271 | A) D.I. all socketted Bend 90 degree |
| 272 | i) 150 mm dia |
| 273 | B). D.I. all socketted Bend 45 degree |
| 274 | i) 150 mm dia |
| 275 | C) D.I. Flanged Socketted tail piece |
| 276 | i) 150 mm dia |
| 277 | D) D.I. Flanged Spigotted tail piece |
| 278 | i) 150 mm dia |
| 279 | 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. |
| 280 | Providing and Installation of Providing & installation and commissioning of 76.00 mtr head water lubricated submerssible pump with 3 Ph , 415 V12.5 HP ACmotor with star delta connectionupto the depth of12.20 mtr 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, G.I. pipe of medium class for column assembly will be supplied by the agency at his cost). i) 5000 GPH capacity with 80 mm dia G.I. pipe and 10 mm thick GI flange |
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