Construction Of 2 Nos Sbdtw At I ) Sbdtw At Missionary School And Ii ) Sbdtw At Uttar Shilghati Vc Office Within Kakraban R.D. Block Under Dws S / D Kakraban, Gomati Tripura During The Year 2021-22. ( 15Th Fc )
Tender Value
6.71 Lakhs
Estimated cost
Bid Submission
01 Jul 2022
0 days left
EMD
13434
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kakraban → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 2 Nos Sbdtw At I ) Sbdtw At Missionary School And Ii ) Sbdtw At Uttar Shilghati Vc Office Within Kakraban R.D. Block Under Dws S / D Kakraban, Gomati Tripura During The Year 2021-22. ( 15Th Fc )
BOQ
| Sl. No. | Item Description |
| 1 | Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at various suitable levels, preservation of samples in polythene bags / sample boxes and disposal of excess soil or mud, including the cost for water etc. as required to maintain the pilot hole properly as per specification and direction of the Engineer - in - charge. i) 100 mm dia |
| 2 | Reaming of pilot hole to an enlarged bore hole in any soil strata by manual means, disposal of excess soil or mud, including the cost for water etc. as required to maintain the bore hole properly as per specification and direction of the Engineer - in - charge.i). From 100 mm dia. pilot hole to 250 mm bore hole- |
| 3 | Washing and development of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer - in - charge. |
| 4 | Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer - in - charge. C.M Casing Pipe.i) 150 mm dia |
| 5 | ii) 100 mm dia |
| 6 | B. RS pipeiii) 100 mm dia |
| 7 | Providing and fixing of UPVC reducersuitable for UPVC \"CM\" casing or \"CS\" casing or \"RS\" pipes as per specification and direction of the Engineer - in - charge.i) 150 x 100 mm dia |
| 8 | Providing and fixing ofUPVC end cap / well cap Suitable for UPVC \"CM\" casing or \"RS\" pipes as per specification and direction of the Engineer - in - charge. i) 100 mm dia |
| 9 | Providing and fixing of housing clamp ( made with 12 mm thick MS sheet ) along with well cap (made with 10 mm thick MS sheet ) with necessary arrangements for SBDTW as per specification and direction of the Engineer - in - charge. iii) 150 mm dia |
| 10 | Providing and shrouding of the deep tube well assembly with washed pea gravels ( 2.0 - 4.75 mm effective size ) as per specification ( IS : 4097) and direction of the Engineer - in -charge. with pea gravels obtained from Durgapur, West Bengal. |
| 11 | Supplying and installation of water lubricated submersible pump having ISI mark of capacity 2000 GPH of total head upto 60mtr.Couple with submersible motor 3 HP suitable for 240voltage(+10% variation single phase 50HP,AC supply DOL starting method to run 2880 RPM along with 35mtr 2.5sqm,PVC insulated 3(Three)core flat copper cables including fitting fixing and lowering with 40mm dia GI pipe upto 100ft.(30.00mtr.)etc complete as per direction of the Engineer-in-charge(cost of 40mm dia. Gland fittings will be paid seperately) |
| 12 | Providing and fixing C.I. non-return valve of approved quality as per CPWD specification and direction of the Engineer - in -charge.50 mm nominal bore |
| 13 | Supplying and fitting fixing of KIOSK(Size 450mm x 200mm x 850)fiited with 4 Nos support of 75mm x 75mm (^mm thick) MS angle of embedding with 1:2:4 cement concrete base(size:300mmx300mmx600mm) with proper locking arrangement and coating with anti corrosive paints(both inside and outside)in/c complete in all respect as per direction of the Engineer – in – charge. |
| 14 | Providing and fitting fixing of single phase motor starter panel unit 3.0HP capacity comprising with 2 plate conductor,over load relay,capacitor,volt meter of BCH/L&T make with necessary copper wire etc complete as per direction of the Engineer-in-Charge |
| 15 | Excavating trenches of required widthfor pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm(slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.A. For UPVC pipes in new work a. In all kinds of soili) For pipes not exceeding 90mm dia |
| 16 | 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 perCPWD specification and direction of the Engineer - in - charge.A. External work.i) 15 mm dia. nominal bore |
| 17 | ii) 40 mm dia. nominal bore |
| 18 | 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)i) 40 mm dia |
| 19 | 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 |
| 20 | ii) 20 mm nominal bore |
| 21 | Providing and fixingG.I. Full way valveas perCPWD specification and direction of the Engineer - in - charge. i) 15mm dia |
| 22 | ii) 40 mm dia |
| 23 | Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge. i) 10 mm nominal bore |
| 24 | Providing and fixing G.I. EqualTee in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.i) 15 x 15 x 15mm dia |
| 25 | ii) 20 x 20 x20 mm dia |
| 26 | iv) 40 x 40 x 40 mm dia |
| 27 | Providing and fixing G.I. UnEqualTee in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 40 x 40 x 15mm dia |
| 28 | ii) 40 x 40 x20 mm dia |
| 29 | iv) 20 x 20 x 15 mm dia |
| 30 | Providing and fixing of GI Union as per CPWD specification and direction of the Engineer-in-charge. i) 15 mm dia |
| 31 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engieer-in-charge. i) 15 mm dia |
| 32 | Providing and fixing G.I Bend /elbow in the pipe line including testing of joints complete as per CPWD Specification and direction of Engineer -in-charge.i) 15 mm dia |
| 33 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i)20 x 15 mm dia |
| 34 | 40 x 15 mm dia |
| 35 | 40 x 20 mm dia |
| 36 | Providing and fixingC. I.Bib cock ( long handle )as perCPWD specification and direction of the Engineer - in - charge. (i) 15 mm dia |
| 37 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge.ii. 15 mm dia 150 mm long |
| 38 | 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 well burnt brick aggregate 20 mm nominal size) |
| 39 | Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches ordrains (not exceeding 1.5 m in width or 10 sqm on plan)including dressing of sides and ramming of bottoms, liftupto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a leadof 50 m. -All kinds of soil cum |
| 40 | 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. |
| 41 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:a)1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 42 | 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 ). |
| 43 | 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 stone aggregate 20 mm nominal size) |
| 44 | 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 of grade Fe-500 D or more. |
| 45 | Centering shuttering including struttings, propping etc. and removal of form work for:a)a)Foundations, footings, bases for columns etc. for mass concrete with timber plank. |
| 46 | Providing and laying ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. complete.a)Ceramic Tiles 1st quality 300 x 300mm in all shades and designs I) Mat Finish Tiles |
| 47 | 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. |
| 48 | 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. |
AI Tender Summary
Tender Timeline
Jun 14, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 01, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 01, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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