Tender For Water Supply Scheme Under Jjm In North Tripura District During The Year 2022-23/Providing Piped Water Supply With Running Water To School Awcs
Tender Value
41.92 Lakhs
Estimated cost
Bid Submission
05 Nov 2022
0 days left
EMD
83851
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
panisagar → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Water Supply Scheme Under Jjminnorth Tripura District During The Year 2022-23 / Sh:-Providing Piped Water Supply With Running Water To Schoolawcs / Sh:-Construction Ofsbdtw ( 10 Nos ) & Extension Of Pipeline, Providing And Installation Of Pump Motor Pvc Storage Reservoir Etc And Other Allied Works Within The Jurisdiction Of Jubarajnagar R.D Block Under Dws Sub- Division Panisagar / Gr-Iii
BOQ
| Sl. No. | Item Description |
| 1 | SH:-A ( SBDTW) |
| 2 | Drilling and boring pilot hole in any soil strata by mannual 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 bentonite, water etc. as required to maintain the pilot hole properly as per specification and direction of the Engineer - in - charge.i) 100 mm dia |
| 3 | Reaming of pilot hole to an enlarged bore hole in any soil strata by mini drilling rig, disposal of excess soil or mud, including the cost for bentonite, water etc. as required to maintain the bore hole properly as per specificationand direction of the Engineer - in - charge.i) From 100 mm dia pilot hole to 250 mm bore hole |
| 4 | Providing & Lowering of UPVC pipe as per IS:12818 after washing of the bore hole by the mini drilling rig as per specificastion & direction of the Engineer-in-Charge |
| 5 | A. UPVC \"CM\" casing pipe |
| 6 | ii)150 mm dia |
| 7 | ii)100 mm dia |
| 8 | B. UPVC \"RS\" pipei)100 mm dia |
| 9 | Providing and fixing of UPVC endcap/wellcap suitable forUPVC\"C\"casingor \"CS\"casingor \"RS\"pipes as per specification and direction of the Engineer - in - charge. |
| 10 | i) 100 mm dia |
| 11 | i) 150 mm dia |
| 12 | 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 |
| 13 | 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.ii. pea gravels obtained from Golaghat, Assam. |
| 14 | 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 |
| 15 | 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. |
| 16 | Providing and lowering of submersible pump of 45.00Mtr. head with suitable single phase submersible motor in/cadditional 32.00 Mtr. submersible 3 core copper flat cable (2.5mm2 size) along with 40mm GI column pipe (medium class) both end welded with 8mm thick G.I. flange (maximum length of each column pipe is 3.00 mtr and total 21 Mtr. long column assembly) in/c fitting fixing of necessary rubber insertion, 90o GI single end flanged bend, GI flanged short piece, GI Tail piece and 100mmx40mm G.I. reducing socket, 100mm dia. C.I. non-return valve etc. complete in respect as per direction of the Engg. In-Chargea) 2000 GPH capacity submerssible pump with 3 HP submerssibleMotor. |
| 17 | Supplying and fitting fixingof B 13 ( size width 450mmXlength 1200mmX height 850mm) fittedwith 4 nossuportt of 75 mm X 75mm( 6mm thick) M.S. anglefor embedding in 1:2:4 cement concretebase ( size 300 mm X 300 mm dia X600 mm) with proper locking arrangement and coated with anti corrosivmain switch energy metter etc complete in all respect as per derection of the Engineer in charge. |
| 18 | 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 Chargei) For 3 Hp Submersible motor |
| 19 | 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.2.50 sqmm mtr. |
| 20 | Trial run nad commissioning of the samein all respect as per direction of the engineeri-in - Charge. |
| 21 | SH:-B ( Pipeline ) |
| 22 | 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 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 worka). In all kinds of soili). For pipes not exceeding 90 mm dia |
| 23 | Providing and fixing G.I. pipes of Heavy 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 chapter 20 of CPWD specification and direction of the Engineer- in - charge.A). External work. |
| 24 | viii) 40 mm dia. nominal bore |
| 25 | viii) 80 mm dia. nominal bore |
| 26 | 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. |
| 27 | A. Class - 3 ( working pressure 6.0 kg / cm2) ii) 40 mm OD |
| 28 | B. Class - 3 ( working pressure 6.0 kg / cm2) iii) 50 mm OD |
| 29 | 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 chapter 20 of CPWD specification and direction of the Engineer - in - charge ii)50 mm diaA) Pn 1.0 |
| 30 | 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. |
| 31 | a) 15 mm dia. |
| 32 | b) 40 mm dia |
| 33 | c) 50 mm dia. |
| 34 | b) 80 mm dia. |
| 35 | 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. |
| 36 | i) 40x 40 x 40 mm dia |
| 37 | ii).02) 50x 50 x 50 mm dia |
| 38 | iii) 80x 80 x 80 mm dia |
| 39 | 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. |
| 40 | i.) 50x 50 x 15 mm dia |
| 41 | ii.) 40x 40 x 15 mm dia |
| 42 | iii.) 80x 80 x 40 mm dia |
| 43 | Providing and fixing G.I reducer as per CPWD specification and direction of the Engineer - in - charge. |
| 44 | i) 50x40 mm dia |
| 45 | i) 80x 50 mm dia |
| 46 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. |
| 47 | i) 15 mm dia |
| 48 | ii) 40 mm dia |
| 49 | iii) 50 mm dia |
| 50 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. |
| 51 | i) 15 mm dia |
| 52 | ii) 25 mm dia |
| 53 | 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.B). by manual means |
| 54 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall. |
| 55 | 19.7.3) 25 mm nominal outer dia .Pipes. |
| 56 | 19.7.3) 15 mm nominal outer dia .Pipes. |
| 57 | 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).xxviii)15 mm dia |
| 58 | 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.ii) 15 mm nominal bore |
| 59 | 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.i) 15 mm dia |
| 60 | 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. |
| 61 | i) 40 mm dia |
| 62 | ii)50 mm dia |
| 63 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm onplan) 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 leadof 50 m.-All kinds of soil |
| 64 | 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. |
| 65 | Providing 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 20 mm nominal size) |
| 66 | 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. |
| 67 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of \"L\" shaped mild steel shear key welded withexisting reinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-in-charge. |
| 68 | 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]: 12.47.1 Two or more coats on new work |
| 69 | SH:-C ( Stagging ) |
| 70 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm onplan) 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 leadof 50 m.-All kinds of soil |
| 71 | 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. |
| 72 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 73 | Providing structural steel work rivited boltedfixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 74 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and king necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
AI Tender Summary
Tender Timeline
Oct 18, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 05, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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