Tender For Estimate For Infrastructure Strengthening For Sub Centers For Upgradation Into Su Swathya Kendras At Falimari East Sc Under Tufanganj Ii Development Block Part 3
Tender Value
4.76 Lakhs
Estimated cost
Bid Submission
21 Mar 2023
0 days left
EMD
10000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tufanganj → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Estimate For Infrastructure Strengthening For Sub Centers For Upgradation Into Su Swathya Kendras At Falimari East Sc Under Tufanganj Ii Development Block Part 3
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation trenches of drains in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing. Spreading or stacking the spils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete. |
| 2 | Earth work in filling foundation trenches or plinth with good layers not exceeding 15cm including watering ramming etc by layer complete (Payment to be made on basis of measurement of finished quantity work) (a) With earth obtained from excavation of foundation |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 4 | Cement Concrete with 30mm down graded shingles excluding shuttering N.B. Variety.A) 1:3:6 proportin |
| 5 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. |
| 6 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter-section, complete as per drawing and direction.for works in foundation,basement and upto roof of ground floor / upto 4.0m. i. Tor steel / Mild steel (TATA/SAIL/RINL) |
| 7 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation |
| 8 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. |
| 9 | Labour for boring tube well of required dia. by water jet system through any type of soll strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other Incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore.For depth upto 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia. 50 mm dia. boring etc. |
| 10 | 100 mm dia, boring etc. |
| 11 | Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD 1785 and threaded to match with G2 Pines as per 15: 1239 (Part-1). (A) PVC Pipes50 mm dia |
| 12 | 100mm dia |
| 13 | Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications.(50 mm dia |
| 14 | Supplying, fitting and fixing steel cutter plece upto 450 mm long with sockets. |
| 15 | Supply of long screw (150 mm long) of TATA make with sockets (TATA make) and jamnut. |
| 16 | Supplying P.V.C. water storage tank of approved quality with closed topwith lid (Black) - Multilayer. 1000 ltr capacity |
| 17 | Labour for hoisting plastic water storage tank. (i)Upto 1500 litre capacity. |
| 18 | Labour for punching hole in plastic water storage tank upto 50 mm dia. |
| 19 | Supplying, fitting and fixing heavy type bell mouth reducing socket |
| 20 | Supplying fitting and fixing check valve (horizontal) G.M. tested to 21 kg per sq. |
| 21 | Supplying, fitting and fixing plug of approved make conforming to I.S Specifications |
| 22 | Supplying ting and fixing 300 mm M.S housing clamp of approved quality. |
| 23 | Ms structural works in columns, beams etc. with simple rolled structural members (eg. joists, angle, channel sections conforming to 15: 226, 15: BOR & SP (6)-1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineerincharge complete including cutting to requisite shape and length fabrication with necessary bolting, metal arc welding conforming to 15:816-1969 & 15: 1995 using electrodes of approved make and brand conforming to 15:814-2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required iulie work including a bradente chages such as electricity charges, labour Insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per 15 specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members: weighing not less than 22.5 Kg./m. or 15 % of weight for finished structal members weighing less than 22.5 Kg./m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc and no seperate payment being made for these items, as per direction of Engineer in Charge. The taies are considered for a height of erection 8m./2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initial 8m, or part thereof. 1) For structural members of specified sections weighing less than 22.5 Kg./m |
| 24 | Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to 15-15778: 2007, with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, feting, fixing etc. complete in all respect including cost of all necessary fittings as required jointing materials in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. |
| 25 | Supplying, fitting and fixing alloy Iron with brass spindle bib cock/ stop cock of approved brand and make, spray painted and tested to 21 kg per sq. cm. |
| 26 | Priming one coat on steel or other metal surface with synthetic all bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 27 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary: With super glass (hi-gloss)- |
| 28 | Construction of circular soak well 2.5 metre deep in all types of sandysoils with dry brick work upto 1.6 metre from the bottom having 150 mmintermediate cement brick work (154) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1-4) to Inside face unto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L and 6 mm thick cement piaster (14) on top of the RCC ever slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) Including R.CC cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements fur pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials |
| 29 | Supplying, fixing, commissionong andtesting Solar photo Voltaie Module 250 WP 40V on existing Iron frame structure each 156 mm Monocrystalline/Multicrystalline Silicon Solar cells laminated between sheet of Ethyline Vinyl Acilate (EVA) and High transmissivity 3 mm tempered glass. Confirming to IEC 61215(Revised) specification or equivalent National or International Standards. The power output of the module under STC should be minimum of 300W. The operating voltage corresponding to the power output mentioned above should be at least 56.0 Volts. The open circuit voltage of the PV modules under STC should be at least 57.0 Volts.The terminal box IP 65 Protection level on the module should have a provision for opening for replacing the module.(Waaree) |
| 30 | Supplying, Fitting Fixing & Installation of Iran Removing Filter Plant Capacity 1500LPH ,IR Media Filter,Working Downilow |
| 31 | Supply and fixing round 2-core 4 sq-mm PVC multicore FR wire for aray connecting. |
| 32 | Supply and fixing MC4 connector for panel loop. |
| 33 | Earthing with 50 mm (2\") dia GL pipe 3.64 mm thick a3 mts. Long and 1x4 SWG G.I. Wire (4 mts. Long) 13mm dia. X 80 mm long G. pipe protection [1 mtr, long) to be filed with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 m. Below the ground level & restoring the surface duly rammed. |
| 34 | Connecting the all equipment to earth busbar Including GI (Hot Dip) wire of size as below on wall floor as required and making connecion to equipment with bolts, nuts, washers cable lugs as required and mending good damages No. 4 SWG. |
| 35 | Providing and fixing conductor made of 25 mm dia 300 mm long copper tube having single prong at top with 85 mm dia 3 mm thick copper base plate Including holes etc. complete as required. |
| 36 | Supply, installation testing &lowering of 1.5 HP oil filled Solar submersible pump motor set complete having Suitable discharge as per yield test of well. Submersible cable of 30 mtr 3 core 25 sqm cable with MOC bar chart and necessary control panel and starter asper manufacturer specification.(Prakash Gold Proxys Solar/ Shreejee/Waaree) |
| 37 | GST(18%) |
| 38 | LABOUR CESS(1%) |
AI Tender Summary
Tender Timeline
Mar 13, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMar 21, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 23, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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