Water Supply Scheme At Daharampara Of Gachirampara Vc Under Dasda R.D Block Under Jjm In 2021-22 / Const. Of 20000 Gallon / Day Capacity Surface Water Supply Scheme Based On Local Stream On Barahaldicherra At Daharampara In / C All Allied Works Com
Tender Value
81.26 Lakhs
Estimated cost
Bid Submission
27 Aug 2021
0 days left
EMD
81260
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
Water Supply Scheme At Daharampara Of Gachirampara Vc Under Dasda R.D Block Under Jjm In 2021-22 / Const. Of 20000 Gallon / Day Capacity Surface Water Supply Scheme Based On Local Stream On Barahaldicherra At Daharampara In / C All Allied Works Complete Providing And Laying Of Rising And Distribution Pipeline, Construction Of Boundary Wall, Toilet Block And All Other Allied Works At Daharam Para Under Dws Subdivision Dasda. / Gr-Ii
BOQ
| Sl. No. | Item Description |
| 1 | SH: Pipeline and other allied works |
| 2 | 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 mBy manual means |
| 3 | A)Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding allcomplete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 4 | B)Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding allcomplete above plinth level. |
| 5 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 6 | 5.9.6.2 Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 7 | 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) |
| 8 | 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. |
| 9 | A). For UPVC pipes in new worka). In all kinds of soil |
| 10 | i). For pipes not exceeding 90 mm dia |
| 11 | ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 12 | B). For G.I. / C.I. / D.I. pipes in new worka). In all kinds of soil |
| 13 | ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 14 | 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. |
| 15 | i. 100 mm dia Ductile Iron Class K-7 pipes. |
| 16 | ii. 125 mm dia Ductile Iron Class K-7 pipes. |
| 17 | iii. 150 mm dia Ductile Iron Class K-7 pipes |
| 18 | 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. |
| 19 | i. 100 mm dia Joints |
| 20 | ii. 125 mm dia |
| 21 | iii. 150 mm dia |
| 22 | 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. |
| 23 | 150 mm dia |
| 24 | 125 mm dia |
| 25 | 100 mm dia |
| 26 | Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 27 | A) D.I. all socketted Bend 90 degreei) 150 mm dia |
| 28 | B). D.I. all socketted Bend 45 degreei) 150 mm dia |
| 29 | C) D.I. Flanged Socketted tail piecei) 150 mm dia |
| 30 | D) D.I. Flanged Spigotted tail piecei) 150 mm dia |
| 31 | D.I. Double Socketted tapper |
| 32 | 150 x 125/100 mm dia |
| 33 | D.I. all socketted tee |
| 34 | 150 x 150 x 150 mm dia |
| 35 | 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 |
| 36 | ii. 100 mm dia. A. PN-1.6 |
| 37 | i. 125 mm dia. A. PN-1.6 |
| 38 | (iii) 150 mm dia. A. PN-1.6 |
| 39 | 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) 150 mm dia. |
| 40 | 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.i) 150 mm nominal bore |
| 41 | Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittingsincluding trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.A. External works |
| 42 | vi)100mm dia nominal bore |
| 43 | vii)125mm dia nominal bore |
| 44 | Charges for making hole by drilling and making thread by thread bit in the C.I/D.I pipe as per specification and direction of the engineer-in-charge.a) 15 mm nominal bore. |
| 45 | 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 |
| 46 | Providing and fixing G.I unionas per chapter 20 of CPWD specification and direction of the engineer-in-charge.i) 15 mmNominal bore |
| 47 | Providing & fitting fixingof G.I. flange ( 10 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge. |
| 48 | ii)125 mm dia |
| 49 | iii)100 mm dia |
| 50 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in -charge.i. 15 mm dia 150 mm long |
| 51 | 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.i)15mm dia |
| 52 | 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. |
| 53 | Providing and fixing UPVC service saddle as per chapter 20 of CPWD specification and direction of the engineering in chargei)90 mm dia with 15 mm dia opening |
| 54 | ii. 110 mm dia with 15 mm dia opening |
| 55 | 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 |
| 56 | Providing, fixing and laying rigid UPVC pipes conforming to IS: 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) asper CPWD specification and direction of the Engineer - in -charge.A. Class - 3 ( working pressure 6.0 kg / cm2) |
| 57 | iii) 90mm |
| 58 | iv. 110 mm OD |
| 59 | Providing and laying of flexible PVC pipe(conforming to IS:7634) complete as per specification and direction of the E-I-C.( cost of earth work will be paid seperately).i) 15 mm dia |
| 60 | ii) 20 mm dia |
| 61 | iii) 25 mm dia |
| 62 | SH:- Construction of boundary wall and Protection wall |
| 63 | 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 |
| 64 | 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 |
| 65 | 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. |
| 66 | 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 |
| 67 | 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) |
| 68 | 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-i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 69 | 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) |
| 70 | Centering shuttering including struttings, propping etc. and removal of form work for:i)Foundations, footings, bases for columns etc. for massconcrete with timber plank |
| 71 | ii)Lintels, beams, plinth beams, girders, bressumers andcantilevers with wooden plank |
| 72 | iii) Columns, Pillars, Piers, Abutments, Posts and Struts withwooden plank |
| 73 | iv)Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc. using shutteringply |
| 74 | b) 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 |
| 75 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 76 | 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.i)In grating, frames, guard bar, railing, brackets, gates and similar works, all complete. |
| 77 | 12 mm cement plaster of mix i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 78 | 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 ) |
| 79 | 6 mm cement plaster of mix :In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 80 | Neat cement punning. |
| 81 | 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)i) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 82 | 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) |
| 83 | 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 |
| 84 | 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. |
| 85 | 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. |
| 86 | SH: Construction of Toilet blockin/c RCC overhead tank at top and allied works |
| 87 | 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 |
| 88 | 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. |
| 89 | 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) |
| 90 | First class brick work in foundation and plinthincluding cost of all materials as required completei) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 91 | 6.3 First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required completei) In cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 92 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required completei.) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 93 | 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. 40 mm thick with 20 mm well burnt brick aggregate |
| 94 | 12 mm cement plaster of mix i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 95 | 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 ) |
| 96 | Neat cement punning |
| 97 | 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:1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size |
| 98 | 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- 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 99 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 100 | i) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 101 | ii)Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 102 | 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 |
| 103 | 6 mm cement plaster in single layer finished with a floating coat of neat cement, curing and a thick coat of lime wash on top when dry on wall bearings for RCC slabs and beams complete. In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 104 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : Karai wood |
| 105 | Providing and fixing panelled / or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked bright finished / black enamelled M.S butt hinges with necessary screws excluding panelling and or glazing, which will be paid for separately but including the wooden beading of 20 × 12 mm for fixing panelling and or glazing as per direction of Engineer-In-Charge. a) Local Teak wood 8.5.1.1) 35 mm thick shutters |
| 106 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 107 | Constructing soak pit 1.20 x 1.20 x 1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design |
| 108 | Providing fitting fixing of PVC Vent cowl (ISI marked) with solvent cement complete as per specification and direction of the Engineer - in - chargei.) 110 mm dia. nominal bore |
| 109 | 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 perCPWD specification and direction of the Engineer - in - charge. A). Class - 3 ( working pressure 6.0 kg / cm2) ii). 110 mm OD(for vent pipe and outlet of S/T) |
| 110 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge ii). 110 mm OD |
| 111 | Colour washing such as green, blue or buff with whiting to give an even shade on new work (two or more coats ) complete. New work (two or more coats) with a base coat of white washing with lime |
| 112 | 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 bythe Manufacturer]:Two or more coats on new work |
| 113 | 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). i. 15 mm dia |
| 114 | ii. 20 mm dia |
| 115 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.i) 15 mm dia |
| 116 | ii) 20 mm dia |
| 117 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - chargei). 15 mm dia 225 mm long |
| 118 | Providing and fixing brass bib cock of approved quality : i). 15 mm nominal bore |
| 119 | 19.16 Providing and fixing brass stop cock of approved quality i). 15 mm nominal bore |
| 120 | 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 |
| 121 | Providing and fitting fixing of pvc water storage tank of capacity 1000 ltr with cover and neccesary accessories as per specification and direction E-in C |
AI Tender Summary
Tender Timeline
Aug 05, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 27, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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