Construction Of 12 Sbdtw, Laying Of Various Dia Pipe Lines, Installation Of Submersible Pump Motor Set Including Other Allied Works At Hrishyamukh Block Under Dws Sub-Division, Belonia During 2021-22 ( Gr-Iii ) . Construction Of 12 Sbdtw, Laying Of V
Tender Value
70.37 Lakhs
Estimated cost
Bid Submission
18 Aug 2021
0 days left
EMD
70377
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Belonia → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 12 Sbdtw, Laying Of Various Dia Pipe Lines, Installation Of Submersible Pump Motor Set Including Other Allied Works At Hrishyamukh Block Under Dws Sub-Division, Belonia During 2021-22 ( Gr-Iii ) . Construction Of 12 Sbdtw, Laying Of Various Dia Pipe Lines, Installation Of Submersible Pump Motor Set Including Other Allied Works At Hrishyamukh Block Under Dws Sub-Division, Belonia During 2021-22 ( Gr-Iii ) .
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 | 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. |
| 4 | A.\"CM\" Casing pipei) 150 mm |
| 5 | A.\"CM\" Casing pipeii) 100 mm |
| 6 | B.\"RS\" pipe i) 100 mm dia |
| 7 | 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. |
| 8 | i. 100 mm dia |
| 9 | ii. 150 mm dia |
| 10 | 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.i. 150 x 100 mm dia |
| 11 | 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 rigi) Pea gravels obtained from Durgapur, West Bengal. |
| 12 | Providing and fixing of housing clamp(made with 12 mm thick MS sheet)by welding with blind pipe including applying of anti-corrusive bitumastic paint as per specification and direction of the Engineer-in- charge.i) 150 mm dia |
| 13 | 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. |
| 14 | Supplying and fitting fixing of submersible pump of 2000 GPH capacity, 45 mtr head with motor of 3 HP required capacity single phase including 40 mm dia 30.00 mtr heavy duty GI pipe assembly and reducing socket, delivery bend 90 non return valve and fitting etc as per direction of the Engineer-in-charge. |
| 15 | Supplying and fitting fixing of M.S (18 SWG)\"\" KIOSK\"\" (Size-Width=450 mm X length=200 mm X height=850 mm) fitted with 4 Nos. support of 75 mm X 75 mm X 8 mm M.S angle of embeding in 1:2:4(1 cement :2fine sand:4 graded well burnt brick aggreagate of 20 mm nominal size) cement concrete base of (size 300 mm X 300 mm X 600mm) with proper locking arrangement and coated with anti-corressive paint( both inside and out side) including necessary provisions for fitting fixing of single phase motor starter unit, main swith, energy meter etc. complete in all respect as per direction of the Engineer in-charge. |
| 16 | Supplying and fitting fixing of single phase starter unit(With 2 pole contactor overload relay, Voltmeter & Amps meter, 32 Amps main switch, (220 volt) of Havels/ BCH/ L&T make in KIOSK including necessary electric wiring ang GI pipe earthing etc. complete as per direction of the Engineer in charge.(3 HP Motor) |
| 17 | Trial run and commissioning of the SBDTW Scheme in all respect as per direction of the Engineer in charge |
| 18 | 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 soil i) For pipes not exceeding 90mm dia |
| 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 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) 40mm dia |
| 20 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.i) 40 mm OD |
| 21 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cementconforming to IS : 14182 including testing of joints complete as perCPWD specification and direction of the Engineer - in - charge.i) 40 mm OD |
| 22 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cementconforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.i) 40 X 40 mm |
| 23 | 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). |
| 24 | i) 15 mm dia |
| 25 | ii) 20 mm dia |
| 26 | iii) 25 mm dia |
| 27 | iv) 35 mm dia |
| 28 | 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. |
| 29 | a) 25 x 25 x 25 mm dia. |
| 30 | b) 32 x 32 x 25 mm dia. |
| 31 | c) 40 x 40 x 25mm dia. |
| 32 | 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. |
| 33 | a) 32 x 25 mm dia. |
| 34 | b) 40 x 25 mm dia. |
| 35 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement andmaking necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. C.P. BRASS FITTINGS. |
| 36 | Providing and fixing in position Precast RCC hydrant post of size200 x 200 mm at the bottom & 150 x 150 mm at the topand 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. |
| 37 | Providing and fixing in position Precast RCC platform of size 1100 x1100 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. |
| 38 | Making road crossing by horizontal boringfor smooth laying of UPVC / CI / DI / GI pipes etc.of required dia complete as per specification and the direction of the Engineer-in-charge.a. by manual means. |
| 39 | Charges for making hole by drilling and making thread by thread bit in the CI / DI pipe as per specification & direction of the Engineer-in-charge.10 mm dia nominal bore |
| 40 | 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. |
| 41 | i.10 mm dia. |
| 42 | ii.15 mm dia. |
| 43 | 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 work. |
| 44 | i) 15 mm dia. nominal bore |
| 45 | ii) 40 mm dia. nominal bore |
| 46 | Providing and fixing G.I. Nipple of medium class as perCPWD specification and direction of the Engineer - in - charge.i.15 mm dia 150 mmlong |
| 47 | 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. 15 mm dia. |
| 48 | Providing and fixing G.I. socketas per CPWD specification and direction of the Engineer - in - charge.i. 15 mm dia. |
| 49 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia. |
| 50 | Providing and fixingC. I.Bib cock ( long handle )as perCPWD specification and direction of the Engineer - in - charge.i. 15 mm dia |
| 51 | 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 |
| 52 | 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. |
| 53 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: |
| 54 | i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) |
| 55 | ii) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 56 | First class brick work in foundation and plinth including cost of all materials as required complete:-i) In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 57 | 15 mm cement plaster on the rough side of single or half brick wall of mix:Cement mortar 1:4 (1 cement : 4 fine sand) |
| 58 | Neat cement punning. |
AI Tender Summary
Tender Timeline
Jul 30, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedAug 18, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 18, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender