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Drilling And Development Of 4 ( Four ) Nos . Small Bore Deep Tube Wells ( Sbdtw ) By Manual Means, Panisagar-Tripura

Public Works Department-PWD has published Drilling And Development Of 4 ( Four ) Nos . Small Bore Deep Tube Wells ( Sbdtw ) By Manual Means. Submission Date for this Tender is 05-08-2020. Drilling Work Tenders in Panisagar Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

24806906
Corrigendum : Drilling And Development Of 4 ( Four ) Nos . Small Bore Deep Tube Wells ( Sbdtw ) By Manual Means
Open Tender
Indian
Tripura
Panisagar
05-08-2020

Tender Details

Drilling And Development Of 4 ( Four ) Nos . Small Bore Deep Tube Wells ( Sbdtw ) By Manual Means

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 27-Jul-2020 Date Corrigendum Date 31-07-2020
2 30-Jul-2020 Extension of Date Date 05-08-2020

Key Value

Document Fees
INR 1000 /-
EMD
INR 22749.0 /-
Tender Value
INR 22.74 Lakhs /-

BOQ Items

Name of Work: JJM Schemes in North Tripura District during the year 2020-21 / Drilling & Development of 4 (Four) 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', commissioning of the tube well in/c domestic connection under Atal Jaldhara Mission within the jurisdiction of Jubarajnagar RD Block under DWS Sub-Division, Panisagar / Gr-I.
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 448.48 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 448.48 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 140 Mtr
7 4.012 100 MM DIA BI01010001010000000000000515BI0100001175 168.48 Mtr
8 4.02 'RS' pipe BI01010001010000000000000515BI0100001176
9 4.021 100 mm dia BI01010001010000000000000515BI0100001177 140 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 4 Nos
12 5.02 150 mm dia BI01010001010000000000000515BI0100001180 4 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 4 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 A) with contractor's rig\nIi) pea gravels obtained from Golaghat, Assam. BI01010001010000000000000515BI0100001182 17 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 8 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 448.48 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 4 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 4 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 4 job
21 14 Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge..\ni. 2.50 sqmm BI01010001010000000000000515BI0100001189 100 Mtr
22 15 Trial run & commissioning of the scheme in all respect as per direction of the Engineer in Charge BI01010001010000000000000515BI0100001190 4 job
23 16 SH : PIPELINE AND DOMESTIC CONNECTION BI01010001010000000000000515BI0100001191
24 17 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. BI01010001010000000000000515BI0100001192
25 17.01 A). For UPVC pipes in new work\na). In all kinds of soil\n i). For pipes not exceeding 90 mm dia BI01010001010000000000000515BI0100001193 3344 Mtr
26 18 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. \n BI01010001010000000000000515BI0100001194
27 18.01 i).80 mm dia. nominal bore BI01010001010000000000000515BI0100001195 24 Mtr
28 18.02 ii).40 mm dia. nominal bore BI01010001010000000000000515BI0100001196 24 Mtr
29 19 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) BI01010001010000000000000515BI0100001197
30 19.01 40 mm OD BI01010001010000000000000515BI0100001198 1600 Mtr
31 19.02 50 mm OD BI01010001010000000000000515BI0100001199 1600 Mtr
32 19.03 90 mm OD BI01010001010000000000000515BI0100001200 144 Mtr
33 20 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). 50 mm dia.\nA). PN - 1.0 BI01010001010000000000000515BI0100001201 8 Nos
34 21 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. BI01010001010000000000000515BI0100001202
35 21.01 15 mm dia BI01010001010000000000000515BI0100001203 200 Nos
36 21.02 40 mm dia BI01010001010000000000000515BI0100001204 8 Nos
37 21.03 50 mm dia BI01010001010000000000000515BI0100001205 8 Nos
38 21.04 80 mm dia BI01010001010000000000000515BI0100001206 4 Nos
39 22 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.. BI01010001010000000000000515BI0100001207
40 22.01 40 x 40 x 40 mm dia BI01010001010000000000000515BI0100001208 20 Nos
41 22.02 50 x 50 x 50 mm dia BI01010001010000000000000515BI0100001209 20 Nos
42 22.03 80 x 80 x 80 mm dia BI01010001010000000000000515BI0100001210 8 Nos
43 23 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. BI01010001010000000000000515BI0100001211
44 23.01 50 x 50 x 15 mm dia BI01010001010000000000000515BI0100001212 20 Nos
45 23.02 40 x 40 x 15 mm dia BI01010001010000000000000515BI0100001213 20 Nos
46 23.03 80 x 80 x 15 mm dia BI01010001010000000000000515BI0100001214 4 Nos
47 24 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. BI01010001010000000000000515BI0100001215
48 24.01 50 x 40 mm dia BI01010001010000000000000515BI0100001216 20 Nos
49 24.02 80 x 50 mm dia BI01010001010000000000000515BI0100001217 4 Nos
50 25 Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge.\n BI01010001010000000000000515BI0100001218
51 25.01 i) 15 mm dia BI01010001010000000000000515BI0100001219 200 Nos
52 25.02 ii) 40 mm dia BI01010001010000000000000515BI0100001220 8 Nos
53 25.03 i) 50 mm dia BI01010001010000000000000515BI0100001221 8 Nos
54 26 Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.\ni) 15 mm dia BI01010001010000000000000515BI0100001222 400 Nos
55 27 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 BI01010001010000000000000515BI0100001223 40 Mtr
56 28 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 BI01010001010000000000000515BI0100001224 200 Nos
57 29 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 BI01010001010000000000000515BI0100001225 1000 Mtr
58 30 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 BI01010001010000000000000515BI0100001226 12 Nos
59 31 Providing and fixing brass ferrule with C.I. cover conforming to IS :2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. BI01010001010000000000000515BI0100001227
60 31.01 i. 10 mm nominal bore \n BI01010001010000000000000515BI0100001228 200 Nos
61 31.02 ii.15 mm nominal bore BI01010001010000000000000515BI0100001229 20 Nos
62 32 Providing and fixing in position Precast RCC hydrant post of size 200 x 200 mm at the bottom & 150 x 150 mm at the top and 1300 mm high ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement ( TMT bars ) 8 mm dia 1200 mm long 4 nos and 8 mm dia stirrup 9 Nos ), 500 mm shall be kept below ground level , embedding the same with in 500 x 500 x 500 mm cement concrete 1 : 5 : 10 ( 1 cement : 5 sand : 10 brick aggregate 1st class 40 mm nominal size ) including plastering the exposed surface with 12 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement ) including providing & embedding 15 mm dia G.I. pipe (medium class) 1250 mm long with necessary GI fittings like elbow 2 Nos, socket 1 no, nipple 300 mm long 1 no, union 1 no etc. and fitting fixing of CI long handle bib cock by welding with GI socket complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge.\n BI01010001010000000000000515BI0100001230 8 Nos
63 33 Providing and fixing in position Precast RCC platform of size 1100 x 1100 mm x 100 mm with curb of size 50 x 50 mm keeping an opening of 100 mm long in a suitable place for draining out of water ( made with cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement ( TMT bars ) 8 Nos, 8 mm dia in both direction including plastering the exposed surface with 12 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement ) complete with all earth work required including refilling as per CPWD specification and direction of Engineer-in-charge. BI01010001010000000000000515BI0100001231 8 Nos
64 34 SH : FENCING WORK AROUND SBDTW BI01010001010000000000000515BI0100001232
65 35 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: BI01010001010000000000000515BI0100001233 8.84 cum
66 36 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 BI01010001010000000000000515BI0100001234 4.36 cum
67 37 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) BI01010001010000000000000515BI0100001235 4.36 cum
68 38 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. BI01010001010000000000000515BI0100001236 316.8 Kg
69 39 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 BI01010001010000000000000515BI0100001237 77.76 Sqm
70 40 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]: \n12.47.1 Two or more coats on new work \n BI01010001010000000000000515BI0100001238 77.76 Sqm
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