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Jjm Sch Sh Sinking Of 5 Nos. Sbdtw By Manual Means Incl. Install Of Pump Set, Electrical Panel Board And Providing, Laying Of Delivery Pipeline, Fhtc Etc. At Diff Location Under Ampi Dws Sub-Division. ( Group-Iv, Ampi-Tripura

Public Works Department-PWD has published Jjm Sch Sh Sinking Of 5 Nos. Sbdtw By Manual Means Incl. Install Of Pump Set, Electrical Panel Board And Providing, Laying Of Delivery Pipeline, Fhtc Etc. At Diff Location Under Ampi Dws Sub-Division. ( Group-Iv. Submission Date for this Tender is 11-05-2021. Electrical Panel Tenders in Ampi Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

27712154
Jjm Sch Sh Sinking Of 5 Nos. Sbdtw By Manual Means Incl. Install Of Pump Set, Electrical Panel Board And Providing, Laying Of Delivery Pipeline, Fhtc Etc. At Diff Location Under Ampi Dws Sub-Division. ( Group-Iv
Open Tender
Indian
Tripura
Ampi
11-05-2021

Tender Details

Jjm Sch Sh Sinking Of 5 Nos. Sbdtw By Manual Means Incl. Install Of Pump Set, Electrical Panel Board And Providing, Laying Of Delivery Pipeline, Fhtc Etc. At Diff Location Under Ampi Dws Sub-Division. ( Group-Iv

Key Value

Document Fees
INR 1000 /-
EMD
INR 18485.0 /-
Tender Value
INR 18.48 Lakhs /-

BOQ Items

Name of Work:-JJM Schemeunder Ampi Block during the year 2021-22/ SH:- Sinking of 5 (Five) Nos. Small Bore Deep Tube Well (SBDTW) bymanual meansin/c. installation of pump set, electrical panel board to be install in M.S "KIOSK" & providing, laying of delivery pipeline, domestic connection and commissioning of the tube well complete at different location under Ampi DWS Sub-Division.(Group-IV)
Sl. No. Item Description
1Drilling 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
2Reaming 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.
3Washing 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.
4Providing & 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.A) "CM" Casing pipei. 100 mm dia
5ii) 150 mm dia
6B. "RS" pipe i. 100 mm dia
7Providing and fixing of UPVC reducer suitable for UPVC "CM" casing or "CS" casing or "RS" pipes as per specification and ditection of the Engineer-in-charge. i)150x 100 mm dia
8Providing and fixing of UPVC end cap/well cap suitable for UPVC "CM casing or "CS" casing or "RS" casing pipes as per specification and ditection of the Engineer-in-charge. i) 100 mm dia.
9Providing 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 ditection of the Engineer-in-charge.i) 150 mm dia.
10Supplying and fitting fixing of submersible pump set (Varuna / KSB / Calama make) of 2000 GPH Capacity, 45 mtr. Head with required capacity of motor (Rewirable), single phase including 40mm dia. 30.00 mtr. heavy duty GI pump assembly with reducing socket, delivery bend 90 degree, non-return valve in/c. fitting fixingetc. as per direction of the Engineer-in-charge
11Providing 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 i) with pea gravels obtained from Durgapur, West Bengal
12Supplying 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.
13Supplying and fitting fixing of 2HP/3HP submerssible motor starter,( relay range-13-22 amps) BCH/L&T makeas per direction of the Engineer-in-Charge.
14Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses),triple pole with neutral link (TPN) 415/500 volt,L&T/Havelles/HPL make etc. complete as per specification and direction of Engineer-in-Charge
15Excavation trenches of required width for pipes for pipes, cables etc. inluding excavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500mm including getting out theexcavatedsoil and backfilling of soil as requred after laying of pipe line, in layers not exceeding 200mm in depth in/c consolidation each deposited layer by ramming. water et. and disposing of surplus excavated soil with all required leads as per chapter 2 of CPWD specificationh and direction of the Engineer-In -Charge. A) For UPVCD work in new work. a) all kind of soil. i) For pipes not exceeding 90 mm dia.
16Providing, 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 specilas like bend, tees etc. which will be paid separately) as per CPWD specification and direction of the Engineer-in-charge.D. Class-3(Working pressure 6.00 kg/cm2) i) 40 mm dia
17ii) 50 mm dia
18Providing and fixing G.I pipes medium class as per IS: 1239 with latest ammendment complete with G.I fitting including trenching and refilling, cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.A. External worki) 25 mm dia nominal bore
1940 mm dia nominal bore
20Providing &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).a) 15 mm dia
21b) 25 mm dia
22Providing 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.
23Providing 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.
24Providing 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.a) 10 mm dia nominal bore
25Providing & fitting fixing ISI marked GI union joint as per CPWD Specification direction of the Er-in-Charge.A) 15 mm niminal bore.
26B) 25 mm niminal bore.
27C) 40 mm niminal bore.
28C) 50 mm niminal bore.
29Providing 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.A) 15 mmdia.
30B) 25 mm niminal bore.
31C) 40 mm niminal bore.
32Providing and fixing GI socket as per CPWD specification and direction of the Engineer-In-Charge. A) 15mm dia.
33B) 25 mm niminal bore.
34B) 40 mm niminal bore.
35C) 50 mm niminal bore.
36Providing & fixing G.I. Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in-charge.a) 25 x 25 x 25 mm dia.
37b) 40 x 40 x 40mm dia.
38b) 50 x 50 x 50mm dia.
39Providing & fixing G.I. Un- Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in-charge .a) 25 x 25 x 15 mm dia
40b) .50 x 50 x 25 mm dia.
41c) 40 x 40 x 25 mm dia.
42Providing and fixing G.I. Full way valve as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.a) 40mm dia.
43Providing 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 well burnt brick aggregate of 40 mm nominal size)
44Providing &fixing PVC/plastic bib cock conforming to IS: 9763 in hydrant points at different location as per specification and direction of the Engineer-in charge.
45Providing 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. (ii) 50 x 40 mmdia.
46(ii) 25x 15 mmdia.
47(ii) 40x 25 mmdia.
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