Tender For Water Supply Scheme Under Jjm In North Tripura District During The Year 2022-23 /Providing Pws With Running Water To Schools And Awcs
Tender Value
49.53 Lakhs
Estimated cost
Bid Submission
12 Dec 2022
0 days left
EMD
99077
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
Water Supply Scheme Under Jjm In North Tripura District During The Year 2022-23 / Providing Pws With Running Water To Schools And Awcs Construction Of 10 ( Ten ) Nos R.C.C Ringwell For The Coverage Of School / Awc Within The Jurisdiction Of Dasda Rd Block Under Dws Sub-Division, Dasda / Gr.-Iv ( 2Nd Call )
BOQ
| Sl. No. | Item Description |
| 1 | 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 |
| 2 | Extra for additional lift of 1.5m or part thereof-All kinds of soil |
| 3 | 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. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) |
| 5 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but,excluding cost of reinforcement, with 1:1.5:3 (1cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size). |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars,piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement--All work upto plinth level:1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies,shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 9 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 10 | Centering shuttering including struttings, propping etc.and removal of form work for:i) Edges of slabs and breaks in floors and walls under 20cm. Wide |
| 11 | ii)Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 12 | iii) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 13 | iv) Suspended floors, roofs, landings, balconies and accessplatform with timber planks |
| 14 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 15 | 6 mm cement plaster of mix :Cement mortar 1:4 (1 cement : 4 fine sand) |
| 16 | Neat cement punning. |
| 17 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers notexceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and liftupto 1.5 m.-All kinds of soil |
| 18 | Pumping out water by Diesel engine pump as per specificationand the direction of the Engineer - in-charge. |
| 19 | Providing, installation, commissioning and testing of solar photovoltaic water pumping system as per required load for operation of submersible AC solar pump in/c additional 32 mtr. Submersible 3 core coper fiat cable(2.5 sqmm size) along with 40mm GI pipe(medium class)(total 21 mtr. Long column assembly and approx 6mtr. For making connection with delivery pipeline) in/c fitting fixing of necessary GI socket, GI bend, short piece/ nipple, 40mm x 40mm x 25mm GI unequal tee for scour line, GI fullway valve (25mm & 40mm dia) 40mm GI union etc. complete with all electro-mechanical accessories in water supply scheme comprising of SPV arrays contain required number of SPV module with cells of mono/polycrystalline type(As per IEC61215, 61730 & 61701 with RFID) with minimum IP68 protection for junction box, having same capacity, type and specification connected in series or parallel to be obtain the required voltage or current output with minimum PV array of required capacity measured under standard Test conditions (STC). ( Use of PV modules with higher power output will be preferred)along with necessary mounting structure ( hot dip galvanized iron structures of adequate strength and appropriate design suitable for mounting SPV module at a minimum.166.00) i) 2HP submersible AC Solar pump ( flow rate 53-77 cum/day, Head Range 44-33 m) with minimum PV array capacity of 1800 watt( 6 module) measured under standard test conditions (STC) along with hot dip GI mounting structure ( 1 pole suitable for 6 SPV module/pole). |
| 20 | Supplying and fitting fixing of B13(size width 450mm x length 1200mm x height 850mm) fitted with 4 nos support of 75mm x 75mm (6mm thick) M.S angle for embedding in 1:2:4 cement concrete base(size 300 mm x 300mm x 600mm) with proper locking arrangement and coated with anti corrosive paint( both inside and outside) in/c necessary provisions for fitting fixing of single phase motor starter unit, main switch, energy meter etc. Complete as per specification and direction of the Engineer - in - charge. |
| 21 | 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 requiredas per specification and direction of the Engineer-in-charge.i) 2.50 sqmm |
| 22 | Providing and fixing 1st quality ceramic glazed wall tiles (minimum 200 x 300) conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shades of any size as approved by Engineer-in-charge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete.water tank:1x4x1.4x1.75= 9.80 sqmfor 10 nos= 10x9.8= 98 sqm |
| 23 | Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.Internal work - Exposed on wall. |
| 24 | i) 40 mm dia. nominal bore |
| 25 | ii) 15 mm dia. nominal bore |
| 26 | 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 |
| 27 | 15 mm dia |
| 28 | 40 mm dia |
| 29 | 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.15 x 15 x 15 mm dia |
| 30 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. |
| 31 | 15 mm dia |
| 32 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. |
| 33 | 15 mm dia |
| 34 | 40 mm dia |
| 35 | Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in -charge. |
| 36 | 15 mm dia |
| 37 | Providing and lowering of submersible pump of 45mtr head with suitable single phase submersible motor in/c additional 32mtr submersible 3 core copper flat cable(2.5mm 2 size) along with 40mm GI pipe(medium class) both end welded with 8mm thick GI flange(maximum length of each column pipe is 3mtr and total 21mtr long column assembly)in/c fitting fixing of necessary rubber insertion 900 GI single end flange bend, GI flange short piece, GI tailpiece and 100mm x 40mm GI reducing socket, 100mm dia CI non return valve etc. Complete in respect as per specification and direction of the Engineer - in - charge.a) 2000 GPH capacity submersible pump with 3 HP submersible motor. |
AI Tender Summary
Tender Timeline
Nov 22, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedDec 12, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 12, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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