Military Engineer Services Tender
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Military Engineer Services - MES Tender
Eprocure
Opening Date28 Aug 2019
Closing Date18 Sep 2019
Tender Amount₹ 19,85,074
Costs
EMD
₹ 54,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_MES_278055_1Bid Award Id
ViewTender No
GE (A) SOG - 35/19-20Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Demolition and breaking up 150 mm bore drain pipes (salt glazed stone ware, AC or reinforced concrete) including concrete bed and haunching and removing rubbish to a distance not exc 50m complete all as specified and as directed by Engineer-in-charge.
250
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Taking down cement plaster or cement lime plaster on PCC/stone surface/brick surfaces of walls including raking out joints hacking for key scrubbing down with water etc complete all as specified and directed by Engineer-in-charge.
324
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Excavation over areas not exc 1.5m deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-charge.
180
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All as per serial item No 6 here-in-before but depth exc 1.5 metre and not exceeding 3.0metre.
180
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All as per serial item No 6 here-in-before but depth exc 3.0 metre and not exceeding 4.5metre.
120
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Excavation in trenches, not exc 1.5 m wide and n. exc 1.5 m depth, or n exc 10 Sqm on plan and n exc 1.5 m in depth for foundations of poles, struts, stays etc. or laying underground cable and water supply / sewage pipe line etc. in soft / loose soil & getting out including taking out old brick or precast cable cover complete all as specified and directed by Engineer-in-Charge.
327
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All as per serial item No. 9 here-in-above but depth exc 1.5 mtr & not exc 3mtr
55
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Returning, filling in, including spreading, leveling watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as specified and directed by Engineer-in-charge.
120
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Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge.
736.6999999999999
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Removal of excavated soil/ material to a distance exc 250 metre and not exc 500 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge.
5
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Surface excavation not exceeding 30 cm deep and averaging 15cm deep in soft/ loose soil and getting out complete all as specified and directed by Engineer-in-Charge.
9
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Spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed by Engineer-in-Charge
3
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M&L for hard core of broken bricks aggregate of gauge exceeding 63mm but n. exc 100mm, deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.
5
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Supply only integral water proofing compound (ISI marked) complete all as specified and directed by Engineer-in-charge.
81
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M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling & mass concrete complete all as specified and directed by Engineer-in-charge .
23
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M & L for PCC (1:3:6) typeC-2 using 40mm graded stone aggregate as in foundation for stays & mass concrete including necessary form work and fair finishing complete all as specified and directed by Engineer-in-charge
15.3
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M&L for cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in lintels upto 1.5 metre clear span, cills, steps, siesmic and other similar bands, plinth courses, string courses, lacing courses, coping, parapets and railing upto 60cm height, copings bed block,roof kerbs or mud stops, kerb stone, kneelers, apex stones, bed plates, surface channels and drains, benching, water troughs and the like including weathering, slightly rounded or chamfered angles and throatings etc.including necessary form work complete all as specified and directed by Engineer-in-Charge.
13.3
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M&L for precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in cover slabs of drains, manholes, septic tanks, soakage wells etc. including placing in position and set in CM (1:6) complete all as specified & as directed by Engineer-in-charge.
Note: - Reinforcement shall be measured and paid for separately.
8.66
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M&L for providing Reinforced cement concrete M-25 (design mix), using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-Charge.
9.52
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Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends etc complete all as specified and as directed by Engineer-in-charge.
47
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M&L for Brick work with sub class ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.
13
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M&L for Brick work with sub class ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:4) complete all as specified and directed by Engineer-in-charge.
190.3
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M&L for brick work built in CM (1:4) using sub class 'B' bricks, straight or curved on plan to any radius in half brick thick walls complete all as specified and directed by Engineer-in-charge.
4
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M&L for use and waste of form work to soffits of suspended slab such as roof slab, floor slab, landing and similar work not exceeding 200mm thick (horizontal or sloping), rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge.
57
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M&L for use and waste of form work to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished flat surfaces of concrete complete all as specified and as directed by Engineer-in-charge.
0.7
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S&F factory made solid PVC door frame of size 50mm x 47mm made out of 5mm thick plain colour PVC sheet reinforced with MS square tube complete all as specified & shown in relevant drawing of item No. 08095 in MES Schedule (Part-II) and directed by Engineer-in-Charge
5
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S&F 30mm thick factory made solid core PVC door shutter (style) consisting of frame made out of mild steel tubes for top and bottom rails, mild steel frame shall be covered with heat moulded plain colour PVC sheet, 'C' channel having PVC sheet strip of 20mm width stuck inside with solvent cement for styles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail and bottom rail; panelling of plain colour PVC sheet to be fitted in mild steel frame welded/ sealed to the styles and rails with suitable PVC sheet beading and joined together with solvent cement, complete, all as specified & shown in relevant drawing of item No. 08080 in MES Schedule (Part-II) and directed by Engineer-in-Charge.
1.4
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S&F PVC solid wall lining consisting of 5mm thick wood grain printed PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per specification and as shown in relevant drawing of item 08113 to 08115 on Page No 162 of MES Sch Part -II (2010) complete all as specified and directed by Engineer-in-Charge.
Make : Sintex / Rajshree
61
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S&F 5mm thick PVC sheet fillet of width 35mm for wall paneling inclusive of fixing on to wall to make PVC Frame as per specification and drawing complete all as specified and directed by Engineer-in-Charge
61
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S&F 150 mm long aluminium anodized barrel tower bolts of extruded section complete all as specified and directed by Engineer-in-charge.
2
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S&F 100mm size mild steel butt hinges cold rolled medium weight complete all as specified & directed by Engineer-in-Charge.
3
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S&F 125mm long extruded aluminium handles, anodised, fabricated type complete all as specified and directed by Engineer-in-Charge
2
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S&F galvanized mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks or galvanized wire staple complete all as specified and directed by Engineer-in-charge.
0.2
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S&F mild steel work as in hold fast, wind tie for roof covering including securing bolts necessary drilling bolts or reiveting conforrming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-Charge
1
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S&F mild steel TMT bars 6 to 8 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-charge.
650
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S&F mild steel TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-charge.
745
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All as per serial item No 39 here-in-before but 5mm dia and over up to and including 10mm dia as in stripus, spacers & binder etc.
20
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S&F mild steel framed work as in doors / gates / steel frames etc. of angle or other section with gusset plates, rails, braces, etc, complete, drilled for fixing of steel sheeting or other covering including necessary welding etc and fixing in position of quality Fe 290 (Gde E-165) complete all as specified and directed by Engineer-in-charge.
Note : Cost of welding of butt hinges to the door frame deemed to included in quoted rate and butt hinges shall be measured & paid for “Supply only” separately under relevant item of this BOQ
18
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S&F factory made steel window with side hung shutters including box type hinges with steel handle, steel peg stay, fixing lugs etc complete with glazing bars including one shop coat of red oxide primer and Cutting holes in brick wall built in cement mortar for inserting lugs and making good dismantled portion in cement mortor (1:3) or cement concrete (1:2:4) type B-I complete all as specified & directed by Engineer-in- charge
0.25
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S&F Anodised aluminium snap grid frame work of size 605mm x 605mm for false ceiling including necessary notching. The snap grid shall consist of anodized aluminium main & cross Tee of size 36.5mm x 25mm x 1.4mm weighing 0.24 Kg/RM and 23.5mm x 26.4mm x1.40mm weighing 0.191Kg/RM respectively. The main and cross tee shall be jointed at junction crossing with anodized aluminium angle bracket of size 15mm x 15mm x 1.5mm weighing 0.12Kg /RM fixed with suitable MS bolts, nuts and washer. The snap grid (main /cross tee section) shall be supported at ends all along the wall with anodized aluminium angle of size 35mm x 25mm x 2mm weighing 0.36 Kg/RM fixed to wall with suitable arrangement duly suspended with 3mm dia GI wire length as required @ 600mm C/C with adjustable device including plugging in brick / concrete work with steel raw plugs and including provn of 4mm thick E board classic, fibre base cement boards, embosed texture, fixed to GI snap grid (size of grid 605mm x 605mm) in ceiling with staple clips at all four sides including making good all the disturebed portion complete all as specified and directed by Engineer-in-Charge.
Make of E Board :- Everest
458
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S&F 6 mm thick asbestos cement, corrugated or semi corrugated sheets in roofs, walls etc and fixed with ‘L’ type or ‘J’ type or cranked hooks bolts complete all as specified and directed by Engineer-in-charge.
5
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M&L for 50 mm thick PCC (1:3:6) type C1 using 20 mm graded crushed stone aggregate as in plinth protection, finished fair and even complete all as specified and directed by Engineer-in-charge.
Note :- Plinth protection shall be laid to slope (1 in 30) in bays not exceeding 3 metre in length and joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with sealing compound grade B. Cost of ceiling compund is included in the unit rate of this item
13.5
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M&L for 50mm thick PCC (1:2:4) type B1 using 20mm graded stone aggregate as in flooring of septic tank, finished even and smooth without using extra cement cement complete all as specified and as directed by Engineer-in-charge.
57
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M&L for 75 mm thick PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in sub base, finished fair and even complete all as specified and directed by Engineer-in-charge.
4
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M&L for 100 mm thick PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in sub base, finished fair and even complete all as specified and directed by Engineer-in-charge.
3.6
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M&L for non skid ceramic coloured tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm as in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 15mm thick screed bed in cement & sand mortar (1:6) complete all as specified and directed by Engineer-in-charge.
7.6
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M&L for glazed ceramic tiles (coloured) 350mm x 250mm x 7mm or 450mm x 350mm x 7mm thick on vertical surfaces such as dado, skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 10mm thick rendering in cement & sand mortar (1:4) including necesary cutting as per site requirment complete all as specified and directed by Engineer-in-charge.
244
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M&L for glazed ceramic coloured tiles 300mm x 200mm x 7mm thick on vertical surfaces such as dado, skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 10mm thick rendering in cement & sand mortar (1:4) complete all as specified and directed by Engineer-in-charge.
30
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M&L for 15mm thick rendering in cement mortar (1:4) on brick walls/concrete surfaces mixed with water proofing compound as per manufacturer’s instructions including finishing the surfaces even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
Note : - Supply only water proofing compound shall be measured and paid for separately under respective item of BOQ.
218.2
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M&L for 15mm thick rendering in cement mortar (1:4) on fair faced or on other than fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
115
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M&L for 15mm thick rendering in cement mortar (1:6) on fair faced or on other than fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
54
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M&L for 12mm thick rendering in cement mortar (1:3) on fair faced or on other than fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
218.1
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M&L for preparation of newly plastered surfaces of wall and applying three coats of white wash complete all as specified and directed by Engineer-in-charge.
45
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M&L for preparation of newly plastered surfaces of wall and applying two coat of colour wash over a coats of white wash complete all as specified and directed by Engineer-in-charge.
80
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M&L for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge.
1
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S&F 3mm thick sheet glass ordinary quality and glazing with oil putty in square not exc 0.5 sqm in each pane complete all as specified and directed by Engineer-in-charge.
0.2
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S&F 15mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors / trenches complete all as specified and directed by Engineer-in-charge.
18
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S&F 20mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors / trenches complete all as specified and directed by Engineer-in-charge.
60
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S&F 15mm bore galvanized steel water tubing medium grade with & including all fittings, laid in trenches complete all as specified and directed by Engineer-in-charge.
Note :- Excavation and earthwork shall be measured and paid for separately under respective items of BOQ.
3.5
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S&F 20mm bore galvanized steel water tubing medium grade with & including all fittings, laid in trenches complete all as specified and directed by Engineer-in-charge.
Note :- Excavation and earthwork shall be measured and paid for separately under respective items of BOQ.
40
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Cutting existing steel water tubing 20mm bore, for alterations or additions (each cut measured), complete all as specified and as directed by Engineer-in-Charge.
Note :- Cost of fittings if required is deemed to included in the unit rate of this item.
2
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Cutting existing steel water tubing 50mm bore, for alterations or additions (each cut measured), complete all as specified and as directed by Engineer-in-Charge.
Note :- Cost of fittings if required is deemed to included in the unit rate of this item.
1
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S&F 450mm long PVC connection suitable for 15 mm bore with PTMT nuts on both sides complete all as specified and directed by Engineer-in-charge.
5
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S&F grating doom 150mm square PTMT with waste hole (minimum weight 100 grams) complete all as specified and directed by Engineer-in-Charge.
2
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S&F grating doom 100mm dia of PTMT with waste hole (minimum weight 25 grams) complete all as specified and directed by Engineer-in-Charge.
3
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S&F rotational moulded polyethylene water storage tank white colour ISI Marked (cylindrical vertical double layered with closed top) hoisted and fixed in position of capacity 500 litres including ball brass valve, high pressure with polythene float and flynut screwed for 20 mm dia GI pipe, 25mm bore GI washout pipe 15 cm long fitted with check nut, 20mm bore over flow pipe 1.50 metre long fitted with brass anti-mosquito nest coupling at the end of over flow pipe & 15mm bore GI air vent pipe 1.30 metre long fitted with tee at the end of air vent pipe (All GI pipes shall be medium grade) complete all as specified and directed by Engineer-in-Charge.
2
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S&F fancy type pillar tap, cast copper alloy with capstan heads, chromium plated, screwed down high pressure, with or without lettered ‘Hot’ or ‘Cold’ with long screwed shankS&Fly nuts, screwed suitable for iron pipes of 15mm bore complete all as specified and directed by Engineer-in-charge.
2
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S&F 15mm bore stop valve, cast copper alloy, screwed down, high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions complete all as specified and directed by Engineer-in-charge.
6
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S&F 20mm bore stop valve, cast copper alloy, screwed down, high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions complete all as specified and directed by Engineer-in-charge.
1
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S&F 15 mm bore bib tap, cast copper alloy chromium plated fancy type with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule complete all as specified and directed by Engineer-in-charge.
1
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S&F vitreous china wash basin white, flat back of size 550x400mm including including a pair of cast iron brackets embedded in PCC 1:3:6 type C-1 blocks of size 10 x 7.5 x15 cm with & including 32 mm dia PVC waste pipe, 32mm dia PTMT waste coupling half or full thread (minimum wt 45 grms) flange end bedded in red lead cement & other end fixed to waste pipe and including brass chromium plated fancy type pillar tap, screwed suitable for iron pipes of 15mm bore complete all as specified and directed by Engineer-in-Charge.
1
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S&F vitreous china wash down water closet pan (Pedestal pattern), white including 'P' or 'S' trap and connection to drain (or outgoing pipe) and to flushing pipe, anti-sypohonage pipe etc. & with plastic WC seat cover white closed pattern with flat bottom and cover and mild steel chromium plated or aluminized hinging device and jet spray complete all as specified & as directed by Engineer-in-charge.
1
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S&F 10 litre capacity PVC valveless symphonic action type low level flushing cistern (ISI marked) including 32 mm dia PVC flush pipe connected to water closet with inlet, ball valve, float and handle complete all as specified and directed by Engineer-in-charge.
1
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S&F vitreous china half stall type, flat back urinal of size 390 x 375 x 590mm, white including providing & fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with & including 60 mm long brass screws, pointing around urinal back in cement, with & including PTMT grating and union for discharge pipe including waste pipe of polythelene of low or high density or PVC 32mm dia inlcuding urinal spreader complete all as specified and directed by Engineer-in-charge.
2
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S&F 600mm x 450mm bevelled edge looking mirror of selected quality glass not less than 5.5mm thick, mounted on 6mm thick commercial plywood including PVC moulded framing and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and directed by Engineer-in-charge.
1
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S&F 100mm bore cast iron sand cast soil, waste and vent pipe in any length with or without ears fixed with cement joints, laid in trenches or in floor complete all as specified & directed by Engineer-in-charge.
Note :- Cost of Excavation & earthwork, if required is deemed to included to in the unit rate of this items nothing extra shall be paid on this account.
9
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S&F in repair 100mm bore cast iron sand cast soil, waste and vent pipe in any length with or without ears fixed with cement joints, laid in trenches or in floor complete all as specified & directed by Engineer-in-charge.
Note :- Cost of Excavation & earthwork, if required is deemed to included to in the unit rate of this items nothing extra shall be paid on this account.
5.4
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S&F 110mm bore PVC pipes single socketed in any length jointed with adhesive fixed to walls fixed with and including requisite Number of clamps made out of flat iron 25x4mm complete all as specified and as directed by Engineer-in-charge.
5.6
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S&F 75mm bore PVC pipes single socketed in any length with solvent joints laid In trenches or in floors complete all as specified and directed by Engineer-in-charge.
6
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S&F 110 mm bore PVC bends any radius jointed with adhesive and access door complete all as specified and as directed by Engineer-in-charge.
5
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S&F 110mm bore PVC vent cowl complete all as specified and directed by Engineer-in-Charge
1
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S&F 110mm bore PVC junction,single (double T) equal or unequal complete all as specified and directed by Engineer-in-Charge"
3
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M&L for cutting into existing manhole/Septic tank/Soak well for connecting new drains making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B1, smooth finished and reforming benching as required for 150mm bore pipe complete all as specified and directed by Engineer-in-charge.
26
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M&L for PCC (1:4:8) type D-2 using 40 mm graded stone aggregate in bedding to SGSW drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 150 mm bore pipe complete all as specified and directed by Engineer-in-charge.
652
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M&L for 150mm bore salt glazed stone ware drain pipes of grade ‘A’, ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested complete including demolition & removal of existing unserviceable SGSW drain pipes complete all as specified and directed by Engineer-in-charge.
670
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M&L for PCC (1:4:8) type D-2 using 40 mm graded stone aggregate in bedding to SGSW drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 200 mm bore pipe complete all as specified and directed by Engineer-in-charge.
17
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M&L for 200mm bore salt glazed stone ware drain pipes of grade ‘A’, ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested complete including demolition & removal of existing unserviceable SGSW drain pipes complete all as specified and directed by Engineer-in-charge.
18
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S&F 150mm bore RCC pipes, class NP 2 with one collar per length of pipe, laid on concrete bed, jointed in cement mortar and tested complete all as specified and as directed by Engineer-in-charge.
10
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S&F SGSW gully trap of size 125x100mm square mounthed 'P' type setting, jointing and fixing in PCC (1:2:4) type B-1 complete all as specified and as directed by Engineer-in-charge.
1
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M&L for construction of Septic Tank for 10 users as shown on drawing No. BTD-016 sheet No. 1/3 to 3/3 complete all as specified and as directed by Engineer-in-charge.
Notes : Irrespective to whether shown on drawing or not, excavation & earthwork shall be in any type of soil, RCC in foundation shall be M-20 (Design Mix) over lean concrete (1:3:6) using 40mm graded stone aggregate over brick hard core, all PCC shall be M-20 (Design Mix) using 20mm graded stone aggregate, all RCC work shall be M-20 (Design Mix), brick work shall be in CM 1:4, 20mm dia MS rungs made to shape painted with two coats of bituminous paint shall be provided. Other details shall be as shown on drawings & as specified in particular specifications.
2
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M&L for construction of Septic Tank for 50 users as shown on drawing No. BTD-016 sheet No. 1/3 to 3/3 complete all as specified and as directed by Engineer-in-charge.
Notes : Irrespective to whether shown on drawing or not, excavation & earthwork shall be in any type of soil, RCC in foundation shall be M-20 (Design Mix) over lean concrete (1:3:6) using 40mm graded stone aggregate over brick hard core, all PCC shall be M-20 (Design Mix) using 20mm graded stone aggregate, all RCC work shall be M-20 (Design Mix), brick work shall be in CM 1:4, 20mm dia MS rungs made to shape painted with two coats of bituminous paint shall be provided. Other details shall be as shown on drawings & as specified in particular specifications.
1
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Material & labour construction of Soak Well for 1 to 10 users as shown on drawing No.GE(A) /comp / 17 / 2016 complete all as specified and as directed by Engineer-in-charge.
Notes : Irrespective to whether shown on drawing or not, excavation & earthwork shall be in any type of soil, brick work shall be in CM 1:4, over burnt brick bats shall be used for filling, PCC 1:4:8 type D2 using 40mm graded stone aggregate shall be provided in foundation, 20mm dia MS rungs made to shape painted with two coats of bituminous paint shall be provided, PCC 1:3:6 type C2 using 40mm graded stone aggregate shall be provided in plinth protection, 1.50m long 150mm bore cast iron sand cast inlet pipe shall be provided and slab shall be Precast RCC (1:2:4). Other details shall be as shown on drawings & as specified in particular specifications.
2
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Material & labour construction of Soak Well for 26 to 50 users as shown on drawing No.GE(A) /comp / 17 / 2016 complete all as specified and as directed by Engineer-in-charge.
Notes : Irrespective to whether shown on drawing or not, excavation & earthwork shall be in any type of soil, brick work shall be in CM 1:4, over burnt brick bats shall be used for filling, PCC 1:4:8 type D2 using 40mm graded stone aggregate shall be provided in foundation, 20mm dia MS rungs made to shape painted with two coats of bituminous paint shall be provided, PCC 1:3:6 type C2 using 40mm graded stone aggregate shall be provided in plinth protection, 1.50m long 150mm bore cast iron sand cast inlet pipe shall be provided and slab shall be Precast RCC (1:2:4). Other details shall be as shown on drawings & as specified in particular specifications.
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Cleaning/removal blockage of 150 mm bore SGSW by means of pressure pump or splits/flexible iron wire or concrete malacces rods from manhole to manhole, of any depth including removing RCC man hole covers, of any size of manholes and refixing in the same position complete all as specified and directed by Engineer-in-charge.
40
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Dewatering/De-sludging/desilting of manholes of any size and any depth and removing all solid/semi solid matter or silt residue both organic and inorganic in nature (by manual or mechanical system at contractor’s discretion and including removing RCC manholes covers and refixing in the same position after cleaning the manhole complete all as specified and directed by Engineer-in-charge.
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Dewatering/desilting of septic tank (Septic tank of cover slab of length exc 2.99 mtr but not exc 9.44 mtr and width exc 1.79 mtr but not exc 5.55 mtr and soak well of dia exc 3 mtr but not exc 5 mtr and depth exc 5 mtr but not exc 9 mtr) including removing of all solid/semi solid matter including silt residue both organic and in organic in nature by mechanical system or by using suction pump where ever required up to any depth by working under foul conditions and collecting the same in closed container and disposing off in existing STP near MAP Ph-I complete all as specified and directed by Engineer-in-charge.
80
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M&L for point wiring complete with 1.5 sqmm (nominal cross sectional area) FRLSH PVC insulated multistandard unsheathed copper conductor cable with colour coding drawn in and including new PVC rigid conduit medium grade 20mm dia and suitable fittings, fixed on surface of wall or concealed or above ceiling with accessories such as pipe hooks, elbows, junction box, terminated in existing sunken box and covered with new 3mm thick bakelite plastic laminated sheet top cover fixed flush with wall using brass screws & cup washers including cutting chases in wall for conduits and making good the disturbed surfaces of wall and including 1.5 sqmm PVC insulated unshethed multistandard copper conductor wire as earth continuity to common earth and connecting to earth dolly for one light point, fan point, bell point controlled by one switch complete all as specified and directed by Engineer-in- charge.
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S&F switch piano flush button 5 Amps single pole, one way complete all as specified and directed by Engineer-in-charge. Make :- Legrand, Havells, Cona, SSK
6
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S&F Lamp holder, insulated body with back plate etc complete all as specified and as directed by Engineer-in-Charge. Make :- Legrand, Havells, Cona, SSK
2
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S&F ceiling rose surface bakelite 65mmx50mm with two or three terminal complete all as specified and directed by Engineer-in-charge. Make :- Legrand, Havells, Cona, SSK
4
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S&F flush mounting factory made SPN DB 8 way, 240 Volt, Double door, IP-43 protection, IK-09 with metal door with 100 Amps copper bus bar, with neutral bar, earth bar and cables ties for cable management fully insulated bus bar complete all as specified and directed by Engineer-in-charge. Make :- Legrand Cat Part No 507611 or equivalent in L & T / Havells / Schneider
1
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S&F MCB 6 to 32 Amps, Single Pole 240 Volts, 10 KA, ‘C’ Curve, complete all as specified and directed by Engineer-in-charge. Make :- Legrand Cat Part No 408587 to 408595 or equivalent in L & T / Havells / Schneider
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S&F MCB 32 Amps, Single Pole & Neutral 240 Volts, 10 KA, ‘C’ Curve, complete all as specified and directed by Engineer-in-charge. Make :- Legrand Cat Part No 408617 or equivalent in/ L&T / Crompton / Havells
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S&F Energy efficient decorative ultra slim, prewired, lumiline 18 watt LED light fitting (Day cool light), batten type with drive & polycarbonate housing including tube rod and all accessories prewired fixed on wall / hanging complete all as specified and as directed by Engineer-in-charge. Make :- Havells Cat part No LUMILINEBS18WLED865SPCWH / Syska Cat part No SSK-RA1801 Wipro cat part No LL20-221-XXX-65-NE / Philips cat part No 61009 BL CDL
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S&F heavy duty exhaust fan 380 mm sweep, 900 RPM, single phase, 230 volts, 50 Hz with IP 55 protection as per IS-2312 1967 with louvers including suitable size MS angle frame for mounting the 380 mm sweep fan and connecting up and including 3 core,1.5 sqmm PVC insulated & PVC sheathed copper conductor flexible cable drawn in flexible conduit complete all as specified & directed by Engr-in-charge. Make :- Havells Model No Terbo Jet SP / Khaitan / Usha
1
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S&F street light bracket made out of 40mm dia GI pipe light grade 1.20m long , bent to shape at 120 degree angle from vertical fixed along pole with and dirlling holes including required number of clamp made out of Flat iron 25mm x 6mm with nuts, bolts ,washers etc. duly painted with two coats of aluminium paint including any addition / alteration (if required) for fixing street light complete all as specified and as directed by Engineer-in-charge.
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Supply, fixing and testing LED Street / Security light fitting of 45 Watt, 5700K (including LED drive and internally prewired) complete with body robust, corrosion resistant, superior finish and without any cracks or through holes, made in a single piece by high pressure die cast aluminum alloy. The luminaries shall be monolithic construction totally enclosed dust and water proof with minimum IP -65 / 66 protection as per IS - 10322-1982(Part -I) with latest amendments and input voltage range 140 - 300 V, AC, frequency 50 - 60 Hz ,P.F should be more than 0.9 with Total Harmonic Distortion THD(I) less than 15% ,cool white colour and lamp starting time should not be more than 10 second including 10 KV surge protection in built or external. Driver should be constant current constant voltage driver. Driver should have high voltage withstanding capacity upto 300 V, AC. Driver should also have double phase protection, no load , open circuit and short circuit protection .LED light fitting should be suitable for ambient temperature from -10 degree Centigrade to 50 degree Centigrade and humidity level 10% to 90 % RH. Covers should be polycarbonate/toughened glass to ensure minimum IP 65 degree protection. Cover should not degrade due to heating and ageing. The efficiency of LED luminaries system shall be more than 100 lumens per watt and must be certified by the LM-79 test report and including connection for street light from pole box with 1.5 Sqmm, 3 core PVC insulated stranded copper conductor FRLSH cable, 1100 Volts grade ISI marked including addition / alteration in bracket (if required) for fixing light fitting complete all as specified and directed by Engineer-in- charge.
Make :- Syska Cat part No. SLG-N-45W / Crompton Cat Part No LSTP-45-CDL
/ Havells Cat part No ENDURAPEARLNEOSL45WLED757SASYTOPC / Jaquar cat part No LSRT01S045XC / Wipro Cat Part No LR02-501-XXX-57-XX
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Notes for srl item No 110:- (a) Tenderer shall submit test report of LED street light fitting from Government accredited test laboratory for LM - 79 and LM - 80 .
(b) Contractor has to furnish a replacement warranty of 05 years for LED light fittings complete including lamps from the date of completion of CA. Contractor shall obtain warranty from the manufacturer of product on their letter head and submit the same to deparment alonwith his letter head. The product will be replaced free of cost in the following case :- (i) Manfacturing defects
(ii) Failure due to mechanical and electrical impact.
(iii) Drop in lumen (or lux at 1 m) below 90% of clamied values of lumen(or lux at 1 m) of the LED /Luminaries.
(c) All LED light/luminare must meet the provision laid down in IS - 16101 , 16102 Part -I/II ,16103 Part -I , 16104 ,16105 ,16106 , 16108/2012 and 15885 Part -II / Section 13.
(d) Scope of work shall include supply and fixing street light fittings on street light bracket fixed on poles, If street light fitting requires to fixed on existing street light bracket and any addition alterration required in bracket for fixing street light, In that case cost of additional / alteration is included in the unit rate of this item, which also includes needful T & P and required accessories such as 1.5 sqmm, 3 core PVC insulated stranded copper conductor cable for connection from pole box to light fitting etc complete including making connection, testing etc complete .No extra payment is admissible on this account. (e) Light fittings shall be provided with 10 KV surge protection as mentioned in description of item. If 10 KV surge protection is not provided in light fitting for which cat part is mentioned in BOQ. Contractor has to provide light fitting with 10 KV surge protection without any extra cost to department.
(f) Contractor shall write CA No on street light fitting with synthetic enamel which should be visible from ground level. Cost of the same is included in the unit rate of this item nothing shall be extra paid on this account.
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M&L for Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6mm thick burried directly in ground vertically to a depth not less than 2.25 metre below ground level with top edge of earth plate at a depth of not less than 1.5 metre below ground level, earth plate surrounded by 15cm thick and packed layer of charcoal dust and common salt, connected to earth lead of GI wire 4 mm dia (8 SWG) by means of bolts, nuts and washers of the earth wire galvanised iron or steel and thimbles and other end of the earth wire connected to earthing test point and protected by galvanised iron pipe light grade 15mm dia and water pipe 20mm dia GI light grade top of pipe with funnel & wiremesh, and bottom connected to earth plate by slit and two bolts/nuts/washers, PCC chamber in cement concrete (1:2:4) type B-1 and 40mm thick RCC cover, excavation & earth work complete all as shown in electrical plate No. 3 of MES Schedule Part-I of SSR-2009 complete all as specified and directed by Engr-in-charge.
Notes :- (i) GI wire upto DBs or upto earth test point is included in this item. (ii) Outer edge of earth pit chamber shall be 1.5 metre away from the outer edge of PCC chamber.
(iii) Minimum weight of reinforcement for RCC cover shall be 1 KG.
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Supplying, laying, jointing, commissioning and testing XLPE insulated screened PVC bedded, armoured, heavy duty underground electric cable with stranded aluminium conductor 1100 volts grade of cross sectional area 10 sq mm 2 core confirming to IS-7098 (Part-I-1988) laid in trenches, along poles through pipes etc complete all as specified and directed by Engineer-in-charge.
Notes :- (i) Excavation, earth work, sand cushioning, cable protection and GI pipe shall be measured & paid for separately under respective items of BOQ (ii) Road cutting / floor cutting /cutting holes etc in walls required for laying/fixing of cable etc shall be made good as per existing. Nothing extra shall be admissible on this account. Quoted rates shall deemed to be inclusive of the above provisions.
30
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M&L for dry sand (Tibba sand) and punning for cushioning to underground cable complete all as specified and directed by Engineer-in-charge
Note: - For payment purpose thickness after punning shall be measured.
1.5
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M & L for brick protection with old size sub class 'B' bricks laid flat, abutting each other with gap between adjacent bricks not exc. 10mm, length of bricks across the route of underground cable complete all as specified and directed by Engineer-in-Charge.
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Note :- A sum of Rs. 10540/- will be deducted on account of credit for dismantled/ demolished / taken down material. Please refer details on Srl Page No. 28 (Schedule of Credit) of Tender documents.
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