Public Works Department Tender
View complete overview of Goa PWD Tender
Costs
EMD
₹ 14,388Document Cost
₹ 5,000Tender Fee
₹ 1,439
Description
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Contact
Tender Id
2025_PWD_19704_1Tender No
PWD/WD-XX(PHE)/TN/2024-25/08 line 04Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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All works upto plinth level
1.56
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Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level
7.3
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Steel work(SAIL, TATA. VIZAG only) riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.
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In tees, angles, flats and channels
2.41
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. Cast Iron double flanged single door swing non-return valve generally conforming to IS:5312 part-I, having body, door, cover in graded cast iron to IS:210 Gr. FG 260 and door in CS ASTM A216Gr. WCB for 350mm & above body Ring in leaded tin bronze IS 318 GR LTB2 and door ring in natural rubber & bearing block of leaded tin bronze to IS:318 Gr. LTB 2 ( 350 mm & above ), hinge pin of stainless steel AISI 410, Flanges drilled to IS:1538 Table 4 & 6 TYPE P.N. 1.0 (Class A)
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150mm dia
1
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Providing corrugated G.I. sheet roofing, fixed with galvanized iron j or 1 hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers filled with white lead complete excluding the cost of purlins rafter and trusses.
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0.50 mm thick sheet.-26G
13.4
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Providing and fixing G.I. chain link mesh 6.35cm x 6.35 cm x 10 gauge (2.5” x 2.5” x 10 gauge) fixed with angle iron posts and struts by G.I. or M.S. staples at 20cms apart with welding with the iron posts (placed at 3 meters centre to centre) including providing barbed wire stiffeners (shall weigh 9.33 kg. per 100 meters minimum) at top and bottom with barbed wire stiffers by binding wires at 50cms centre to centre complete as per the direction of the Engineer – in – charge (angle iron posts struts, earthwork and concrete for fencing posts and struts to be paid separately)
3.2
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Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade.
8.89
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Cutting the bituminous road for laying the pipeline in trenches including labour, tools, etc. and disposing the excavated excess material from the trench to a distance of 1000 metres, including making level the trench surface by utilising the serviceable material to the level of the top surface of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer in charge.
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By Manual Means : Rural roads
2.4
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Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
3.04
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. galvanized mild steel continuous weld tubes conforming to IS:1239 (part II) 1975, with latest amendments, screwed at both the ends as per IS: 554-pipe threads, one end fitted with socket other end with plastic protection ring at random length 4-7 metres. Class B
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80mm dia
12
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Conveying carefully from stack at sites 250m from both the sides rolling and lowering into trenches, laying, jointing G.I. Pipes with G.I Fittings of sizes given below true to line and level including fixing sockets, elbows tees bends, gland packing and other fittings with cutting and threading as required including hydraulic testing,etc. complete.
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80mm dia
12
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Supply of 4 core armoured PVC/XLPE insulated, PVC sheathed aluminium conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size.
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4 Core 10 sq.mm
100
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Suppy and installation of 7.5 HP inline monoblock booster pump set (Kirloskar, Crompton or equivalent) compatible to the automation system and to cater for the desired range of delivery head between 36M to 52M with discharge of 4.1 LPS at 36M head and 2 LPS at 52 meter head including testing and commissioning.
2
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Supply and installation of automatic based control panel for 7.5 HP inline booster pump consisting of (1) floor mounted, flush front compartmentalized panel box made out of 1.5mm CRCA sheet. The panel box should be dust and vermin proof, double door with locking arrangement and canopy at the top having IP-65 class of protection suitable for operation on 440V, 50Hz, 3 phase. The panel shall be powder coated with RAL7032 colour. It shall be mounted on an angle iron frame at a height of 30cm from the ground having provision for cable entry from bottom. The switchgear and other accessories of reputed make and comprising of following items
1 No. of 3A, 10KA, TP MCB
1 No. of sealable space for kwh meters
1 No. of star delta starter for 7.5 HP pump
1 No. of TPN MCCB 32 Amps
1 No. of capacitor 3 kvar
1 No. of Voltmeter 500 Volts with selector switch
1 No. of Ammeter 30 amps
3 Nos. of RYB indicating bulbs
3 Nos. of control MCB 6 amps
The starter shall have an automatic timer to work for pre determined time each day. There should be a changeover switch option to defeat predetermined timings and to manually operate the pump as per need
The system shall have the safeties such as (a) phase failure and voltage unbalance protection (b) dry run protection (c ) Phase sequence protection (d) overloading protection
The system shall have the indications such as (a) pump on (b) Overload (c ) under current (d) failure/ unbalance
1
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Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts.
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Mechanical Compression Collar Coupling
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150mm dia
4
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Providing and fixing brass full way valve (heavy) duty with wheel of approved quality :
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80 mm nominal bore
4
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18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge.
67.91
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Finishing wall with waterproofing cement paint of approved brand and manufacture and of required shade on new work (three or more coats) to give an even shade.
67.91
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Earthing with GI earth pipe 2 mts long 40 mm dia medium class with ISI mark,of approved brands, including accessories and providing special protective masonry chamber as per enclosed drawing ( to be paid extra)( without charcoal or coke and salt) as required as per the Earthing Drawing provided by the Engineer-Incharge.The scope of work includes the following: a) Excavation of pit of size 1.0x1.0x 2.0 mtrs(min) and disposal of excavated soil. b) Class B GI pipe, 40mm diameter as per specifications. c) Charcoal/salt as per specs ( paid seperately). d) Refilling the pit of size 1.0x1.0x 2.0 mtrs(min) with soft black soil of minimum resistivity i/c transportation. f) Testing of earth value with earth megger and certifications of its value. Aluminium tag with embossed earthing value to be attached to the pipe. g)watering arrangement(plumbing will be paid seperately).
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In soily strata( Masonry chamber not included)
2
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Extra for using salt and charcoal for pipe earth electrode as required( 65 Kgs of Charcoal and 5 Kgs of Salt).
2
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Supplying and laying 6 SWG GI wire at 0.5 m below ground level for conductor earth electrode including soldering etc. as required
20
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12mm cement plaster 1:3 (1 cement : 3 fine sand)
6
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Neat Cement punning
6
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