Drilling And Development Of 2 Nos Small Bore Deep Tube Wells Nrdwp Schemes In North Tripura District During The Year 2019 20 Drilling And Development Of 2 ( Two ) Nos Small Bore Deep Tube At Purnajoy Para And Sachi Chandra Para Under Dws Sub Division
Tender Value
10.28 Lakhs
Estimated cost
Bid Submission
03 Sep 2019
0 days left
EMD
10288
Bank guarantee accepted
Document Fee
1000
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
Drilling And Development Of 2 Nos Small Bore Deep Tube Wells Nrdwp Schemes In North Tripura District During The Year 2019 20 Drilling And Development Of 2 ( Two ) Nos Small Bore Deep Tube At Purnajoy Para And Sachi Chandra Para Under Dws Sub Division Dasda
BOQ
| Name of Work: NRDWP Schemes in North Tripura District during the year 2019-20 / Drilling & Development of 2 (Two) nos. Small Bore Deep Tube Wells (SBDTW) by Manual means in/c installation of pump set, electrical panel board to be install in M.S. (18 SWG) 'KIOSK', providing laying of delivery pipeline, domestic connection & commissioning of the tube well complete at PURNAJOY PARA and SACHI CHANDRA PARA under DWS Sub Division Dasda. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SH : SINKING OF SBDTW | BI01010001010000000000000515BI0100001169 | ||
| 2 | 2 | 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.\ni) 100 mm dia | BI01010001010000000000000515BI0100001170 | 213.36 | MTR |
| 3 | 3 | 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.\ni) from 100 mm dia pilot hole to 250 mm bore hole | BI01010001010000000000000515BI0100001171 | 213.36 | Mtr |
| 4 | 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. | BI01010001010000000000000515BI0100001172 | ||
| 5 | 4.01 | CM' Casing pipe | BI01010001010000000000000515BI0100001173 | ||
| 6 | 4.011 | 150 MM DIA | BI01010001010000000000000515BI0100001174 | 73.2 | Mtr |
| 7 | 4.012 | 100 MM DIA | BI01010001010000000000000515BI0100001175 | 66.96 | Mtr |
| 8 | 4.02 | 'RS' pipe | BI01010001010000000000000515BI0100001176 | ||
| 9 | 4.021 | 100 mm dia | BI01010001010000000000000515BI0100001177 | 73.2 | Mtr |
| 10 | 5 | Providing and fixing of UPVC end cap / well cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001178 | ||
| 11 | 5.01 | 100 mm dia | BI01010001010000000000000515BI0100001179 | 2 | Nos |
| 12 | 5.02 | 150 mm dia | BI01010001010000000000000515BI0100001180 | 2 | Nos |
| 13 | 6 | Providing and fixing of UPVC reducer suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge. \ni) 150 x 100 mm dia | BI01010001010000000000000515BI0100001181 | 2 | Nos |
| 14 | 7 | 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.\nIi) pea gravels obtained from Golaghat, Assam. | BI01010001010000000000000515BI0100001182 | 8 | cum |
| 15 | 8 | 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.\niii) 150 mm dia | BI01010001010000000000000515BI0100001183 | 2 | Nos |
| 16 | 9 | 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. | BI01010001010000000000000515BI0100001184 | 213.36 | mtr |
| 17 | 10 | SH : PUMPING ARRANGEMENT | BI01010001010000000000000515BI0100001185 | ||
| 18 | 11 | Providing & lowering of submerssible pump of 45 Mtr head with suitable Single phase submerssible motor in/c additional 32 mtr. submersible 3 core coper flat cable (2.5mm2 size) along with 40mm GI pipe (medium class) both end welded with 8 mm thick G.I. flange (miximum length of each column pipe is 3 mtr and total 21 mtr long column assembly ) in/c fitting fixing of necessary rubber insertion, 900 G.I. single end flange bend, GI flange short piece, G.I. tailpiece and 100mmx 40 mm G.I. reduing socket, 100 mm dia C.I. non-return Valve etc. complete in respect as per direction of the Engineer-in-charge \na) 2000 GPH capacity submersible pump with 3 HP submersible Motor | BI01010001010000000000000515BI0100001186 | 2 | job |
| 19 | 12 | Supplying & fitting fixing of B13 (size;- width 450mm x length 1200mm x height 850 mm) fitted with 4 nos support of 75 mmx 75mm (6mm thick) M.S. angle for embedding in 1:2:4 cement concrete base (size 300 mm x 300mmx 600 mm) with proper locking arrangement and coated with anti corrosive paint (both inside and outside ) including necessary provisions for fitting fixing of single phase motor starter unit, main switch, energy meter etc. complete in all respect as per direction of the Engineer in Charge | BI01010001010000000000000515BI0100001187 | 2 | job |
| 20 | 13 | Supplying & fitting fixing of single phase motor starter uni (with 2 pole contactor, overload relay, volt meter & amps meter), 32 amps main switch (220 volt ) of Havels/ BCH/L7T make in KIOSK in/c necessary electric wiring and G.I. pipe earthing etc. complete as per direction of the Engineer in Charge\ni) For 3 Hp Submersible motor | BI01010001010000000000000515BI0100001188 | 2 | job |
| 21 | 14 | Trial run & commissioning of the scheme in all respect as per direction of the Engineer in Charge | BI01010001010000000000000515BI0100001189 | 2 | job |
| 22 | 15 | SH : PIPELINE AND DOMESTIC CONNECTION | BI01010001010000000000000515BI0100001190 | ||
| 23 | 16 | 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 (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. | BI01010001010000000000000515BI0100001191 | ||
| 24 | 16.01 | A). For UPVC pipes in new work\na). In all kinds of soil\n i). For pipes not exceeding 90 mm dia | BI01010001010000000000000515BI0100001192 | 2000 | m |
| 25 | 16.02 | B). For G.I. / C.I. / D.I. pipes in new work\na). In all kinds of soil\nI). For pipes exceeding 90 mm dia but not exceeding 300 mm dia | BI01010001010000000000000515BI0100001193 | 24 | m |
| 26 | 17 | 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\na) External work. \ni).100 mm dia. nominal bore | BI01010001010000000000000515BI0100001194 | 24 | m |
| 27 | 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 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 ) as per CPWD specification and direction of the Engineer - in - charge. \nA). Class - 3 ( working pressure 6.0 kg / cm2) | BI01010001010000000000000515BI0100001195 | ||
| 28 | 18.01 | 40 mm OD | BI01010001010000000000000515BI0100001196 | 1000 | m |
| 29 | 18.02 | 50 mm OD | BI01010001010000000000000515BI0100001197 | 700 | m |
| 30 | 18.03 | 90 mm OD | BI01010001010000000000000515BI0100001198 | 300 | m |
| 31 | 19 | 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 - charge.\ni). 100 mm dia.\nA). PN - 1.6 | BI01010001010000000000000515BI0100001199 | 4 | Nos |
| 32 | 20 | 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. | BI01010001010000000000000515BI0100001200 | ||
| 33 | 20.01 | 40 mm dia | BI01010001010000000000000515BI0100001201 | 4 | Nos |
| 34 | 20.02 | 50 mm dia | BI01010001010000000000000515BI0100001202 | 4 | Nos |
| 35 | 20.03 | 100 mm dia | BI01010001010000000000000515BI0100001203 | 2 | Nos |
| 36 | 21 | Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.. | BI01010001010000000000000515BI0100001204 | ||
| 37 | 21.01 | 40 x 40 x 40 mm dia | BI01010001010000000000000515BI0100001205 | 4 | Nos |
| 38 | 21.02 | 100 x 100 x 100 mm dia | BI01010001010000000000000515BI0100001206 | 2 | Nos |
| 39 | 22 | Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. | BI01010001010000000000000515BI0100001207 | ||
| 40 | 22.01 | 40 x 40 x 15 mm dia | BI01010001010000000000000515BI0100001208 | 80 | Nos |
| 41 | 22.02 | 50 x 50 x 15 mm dia | BI01010001010000000000000515BI0100001209 | 20 | Nos |
| 42 | 22.03 | 50 x 50 x 40 mm dia | BI01010001010000000000000515BI0100001210 | 4 | Nos |
| 43 | 23 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.\ni) 15 mm dia | BI01010001010000000000000515BI0100001211 | 100 | Nos |
| 44 | 24 | 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. \ni) 15 mm dia PVC /plastic bib cock | BI01010001010000000000000515BI0100001212 | 100 | Nos |
| 45 | 25 | 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). \ni) 15 mm dia | BI01010001010000000000000515BI0100001213 | 350 | m |
| 46 | 26 | Providing & fitting fixing of 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.\niv). 100 mm dia | BI01010001010000000000000515BI0100001214 | 12 | nos |
| 47 | 27 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\ni). 40 mm dia | BI01010001010000000000000515BI0100001215 | 12 | Nos |
| 48 | 28 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\ni).110 x 90 mm dia | BI01010001010000000000000515BI0100001216 | 2 | Nos |
| 49 | 29 | Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. \nB). by manual means | BI01010001010000000000000515BI0100001217 | 40 | m |
| 50 | 30 | 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.\nA). With First class bricks | BI01010001010000000000000515BI0100001218 | 4 | Nos |
| 51 | 31 | Providing and laying in position cement concrete of\nspecified grade excluding the cost of centring and\nshuttering - All work upto plinth level:\nxi) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001219 | 0.5 | cum |
| 52 | 32 | SH : FENCING WORK AROUND SBDTW | BI01010001010000000000000515BI0100001220 | ||
| 53 | 33 | 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: | BI01010001010000000000000515BI0100001221 | 4.42 | cum |
| 54 | 34 | 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 | BI01010001010000000000000515BI0100001222 | 2.18 | cum |
| 55 | 35 | Providing and laying in position cement concrete of\nspecified grade excluding the cost of centring and\nshuttering - All work upto plinth level:\nxiii) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001223 | 2.18 | cum |
| 56 | 36 | 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. | BI01010001010000000000000515BI0100001224 | 158.4 | Kg |
| 57 | 37 | Providing and fixing hard drawn steel wire fabric 75x 25 mm mesh of weight not less than 7.75 Kg per sqm including 25x 5 mm flat M.S beading | BI01010001010000000000000515BI0100001225 | 38.88 | Sqm |
| 58 | 38 | Painting with Aluminium paint ( two or more coats ) of approved brand and manufacture on new work to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] | BI01010001010000000000000515BI0100001226 | 38.88 | Sqm |
AI Tender Summary
Tender Timeline
Aug 13, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 03, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 05, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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