Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date28 Mar 2024
Closing Date23 Apr 2024
Tender Amount₹ 57,50,000 
Notes
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Costs

Description

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BOQ Items

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Excavating over areas exceeding 4.5 m but n exceeeding 6 m deep and getting out

38.26

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M & L for Reinforcement TMT Bar 10mm dia and over mild steel TMT bars cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified.

4908.53

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M & L for Reinforcement TMT Bar 8mm dia, cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified.

536.41

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M & L for M-30 (Design Mix ) RCC using 20 mm graded stone aggregate as in foundations, including rafts, footings, foundations beams plinth beams bases for columns, complete all as specified

30.87

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M & L for M-30 (Design Mix ) RCC using 20 mm graded stone aggregate as in Walls, Retaining Walls, Basement Walls, Ballast Walls & the like any Thickness above top of Footings including attached Plaster buttresses complete all as specified.

45.81

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M & L for M-30 (Design Mix ) RCC using 20 mm graded stone aggregate as in Beams, Cantilevers, Bressummers, lintels over 1.5 span complete all as specified.

2.25

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M & L for M-30 (Design Mix ) RCC using 20 mm graded stone aggregate as in Slab Supported on wall ,Beam and Columns in Floors , Roofs Landings, Balconies, Canopies,Deck Slab and in shelves and the like complete all as specified.

8.34

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M & L for formwork to faces of walls. Retaining walls, abutments , parapets and stair case railings and similar work including attached pillasters , buttresses, etc

198.46

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M & L for formwork to sides and soffits of floor or roof beam, beam hauchings, girders, bressum-mers, lintels, cantilivers, shelves including supports, overhangs, etc also splays between floor and beams etc.

24.82

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M & L for formwork to sides and soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; nort exceeding 200 mm thick.

28.06

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M & L for 25 mm thick Screed Bed Cement Concrete Type B-0 1:2:4 (12.5mm graded Aggregate) complete all as specified and directed.

19.63

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Removing Excavated Material exc. 250 m but n. exc. 500 m and depositing where directed.

293.49

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Plates (palain or chequred) channels, square, cut or nottched ( ordinary and counter sunk) forming holes, without any attachment.

263.76

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M & L for plates (plain & chequered) channels wall are cut or nottched (ordinary & counter sunk) forming holes with riverted bolted or welded attachement.

1845.99

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M & L for PCC 1:4:8 type D 2 using 40 mm graded Aggregate as in Foundation filling and mass concrete complete all as specified.

11.48

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M & L for Brickwork using 1:6 Cement Mortar with sub-class 'B' brick, straight or curved on plan exc 6m mean radius, built in all as specified.

7.73

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M & L for M-30 (Design Mix ) RCC using 20 mm graded stone aggregate as in Columns, Pillars, Piers, Posts and Strust complete all as specified.

1.46

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M & L for Formwork to sides of concrete foundations, footings, bases of columns , raft and raft beams , sides and soffits (if any) of foundation and plinth beams ; and similar work.

5.95

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M & L for formwork (Square, Tectangular or Polygonal ) to sides of pillars, posts, struts, piers, Columns and stanchions.

19.44

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Material and labour for rendering 15mm thick on Fair faces of Brick work or concrete surface in cement mortar 1:6 and to be finished evev and smooth without using extra cement Internal Plaster

61.78

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M & L Two coats of Oil Bound Distemper over a Coat of primer on a newly Prepared Plaster Surface.

61.78

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M & L for rendering 20 mm thick External plaster 1:4 (in two layer) fair faces of brick work or concrete surface finished even and smooth ( without using extra cement) complete all as specified.

42.77

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M & L for preparation of newly plastered surface of walls and applying two coats of cement base paint, complete as specified and directed.

42.77

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Material and labour for rendering 5mm thick Ceiling plaster 1:3 concrete surface finished fair and even smooth complete all as specified and directed.

28.06

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M & L for preparation of newly plastered surface of ceiling and applying three coats of white wash complete as specified and directed.

28.06

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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.

335.69

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S & F Pressed steel frames for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc complete as specified of size 125x60mm Complete all as specified and as directed.

5.1

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S & F Factory made Flush shutters, 40mm thick, said core construction with bolck board core & ply wood face panel commercial type on both side including 30x6 mm thick second class HW lipping on edge, complete all as specified and directed.

1.89

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S & F stainless steel butt hinges, medium weight, colled rolled ISI Marked of size 100mm complete all as specified and directed.

3

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S & F 125mm long aluminium anodised handle cast type all as specified and directed.

2

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S & F 150 mm long aluminium anodised Brrel tower bolt of extruded section all as specified and directed.

1

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S & F 150 mm long aluminium anodised Brrel tower bolt of extruded section all as specified and directed.

1

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S & F Steel window or ventilators, fixed type, with glazing bars.

0.18

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S & F Sheet glass 3 mm thick ordinary quality and glazing with oil putty all as specified and directed.

0.14

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M & L for two coats of synthetic enamel paint over coat of pink primer on newly wooden surfaces of any Description not otherwise described over 10 Cm in width or girth including preparation of surfaces complete.

3.78

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M & L for two coats of synthetic enamel paint over coat of red Oxide primer on newly Steel surfaces of any Description not otherwise described over 10 Cm in width or girth including preparation of surfaces complete.

2.04

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Excavation in trenches, not exceeding 1.5 M wide, and not exceeding 1.5M in depth for foundation etc and getting out in Soft and loose soil soil all as specified.

431.5

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-do- as per Item No.40 above but exceeding 1.5 M and not exceeding 3.0 M in depth and getting out in Soft / loose soil all as specified.

53.03

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Brick work with fly ash bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:4 complete all as specified as directed.

17.71

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Rendering15mm thick on fair faces of brickwork or concrete surfaces in cement mortar 1:4 including water proofing compound complete all as specified and as directed.

120.69

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Providing precast cement concrete type B1 1:2:4 (20MM graded aggregate) in cover slab in set in cement mortar 1:4 all as specified and as directed.

4.35

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M&L Cement Concrete in 1:2:4 type B0 as water troughs and the like including weathering, slightly rounded or chamfered angles and throating all as specified and as directed.

1.82

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PCC 1:2:4 type B1 (20MM graded aggregate) as in coping and benching including use and waste of form work and finishing the exposed faces of concrete even and smooth without using extra cement complete all as specified and as directed.

0.88

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Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc.

18

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Plain cement concrete 1:3:6 type C2 (using 40mm graded granite stone aggregate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200mm dia bore, all as specified.

145

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Cutting into existing manhole for connecting new drains, making good to pipe and rendring, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finish, and reinforming benching as required for 200 mm dia pipe.

8

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S&F for DWC pipe 200mm dia. with coupler SN-08 conforming to IS 16098 (Part 2) : 2013 laid in trenches and jointed complete all as specified and directed.

145

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Hardcore of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and as directed.

5.77

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Demolition of brick work built in cement mortar in any position all as directed by Engineer - in - Charge.

5

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Demolition / breaking up damaged SGSW pipe of any position and of internal dia of pipe 200 mm including demolition of PCC, and removing dismantled material where directed at a distance n exc 50 m all as directed by Engineer-in-Charge.

80

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Removal of excavated soil to a distance n. exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as directed.

42.03

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Taking up old cast iron water mains 150 mm bore (dia) with all fittings with spigot and socket ends/ Flanded pipes etc complete all as specified and as directed by Engr-in-charge.

543

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Supply, laying, jointing & testing of Ductile Iron (DI) Pressure 150 mm bore (dia) with Spigot & Socket Ends, Centrifugally Cast (Spun) with Cement Mortar Lining in Inner Side confirming to IS : 8392 /2000 in standard length for classification class K-9 and other relevant standards and Metallic Zinc Coating followed by a finishing layer of Epoxy Paint in outer side, suitable for Push-on Joint (Rubber Gasket Joint) in any length and laid in Trenches, complete all as specified and as directed by Engr-in charge. .Make- Electrosteel casting ltd or equivalant Make of Tata/Jindal. Note- 1.Excavation and DI Specials shall be measured and paid separately . 2. Rate of rubber gasket is deemed to be included in unit quoted rate.

543

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M&L Cast Iron Sluice Valve 150 mm bore (dia), comply with IS:14846-2000, Class PN-1.6, both Ends Flanged, having Gun Metal Working Parts, Stainless Steel Spindle with Cast Iron Hand Wheel with all necessary fixing Arrangements such as Gaskets, Mild Steel Nuts, Bolts, Washers, etc. and testing including taking down unserviceable Sluice Valve, complete all as specified and as directed by Engr-in charge.Make- Kirloskar or equivalant Make of Sant/Leader/KVMC.

2

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M&L Cast Iron Sluice Valve 100 mm bore (dia), comply with IS:14846-2000, Class PN-1.6, both Ends Flanged, having Gun Metal Working Parts, Stainless Steel Spindle with Cast Iron Hand Wheel with all necessary fixing Arrangements such as Gaskets, Mild Steel Nuts, Bolts, Washers, etc. and testing including taking down unserviceable Sluice Valve, complete all as specified and as directed by Engr-in charge.Make- Kirloskar or equivalant Make of Sant/Leader/KVMC.

2

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DI Bends tapers, Tees, pieces (Single or double branch) any Type and angle/ radius and straight connecting pieces for Pipe upto 300mm bore complete all as specified and as directed by Engr-in charge.Make- Electrosteel casting ltd or equivalant Make of Tata/Electrotherm/Jindal/Kiswok/Kejriwal

205

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M&L for PCC of type B2 1:2:4 ( 40 mm graded agrgregate) cement concrete in foundation/ road filling complete all as specified and directed.

2

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M&L construction Brick Masonary valve pit of size 1200x1200x1200 mm ( internal dimention) one each brick thick wall in cement mortar 1:4 on 100 mm thick PCC 1:4:8 ( 40mm graded aggre-gate) in job foundation, renderring 15mm thick internally and externally upto 150mm below GL , providing 3.15 mm thich MS Sheet valve pit cover , welded with 40x5mm flat iron frame all round including provision of hinges, handle with locking arrangement and 40x40x6 mm angle iron frame fixed on top of value pit by means of hold fast 150mm long, embedd-ed in PCC 1:2:4 20 mm graded aggregate bolck of size 230x200x100mm applying two coats of anti- corrosive paint to all expossed steel surface over acoat of red oxide zinc chrome primer after preparation of surfaces and necessay earth work in soaft/ loose soil includinding demolition of unserviceable value pit, complete all as specified and as directed by Engr-In- Charge.

4

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Supply ,installation ,testing and commissioning of Sewage pump electrically driven self priming horizontal end suction centrifugal type confirming to IS 12469 1988 with CI casing bronze impeller and stainless steel shaft mounted on heavy duty bearing suitable for continous operation ,Anti rust CED coating parts for longer life,with range of operation 0 % to 150 % of rated capacity for 440 volt 3 phase 50 Hz AC supply Single stage,with 7.5 HP induction motor,(Sealing material-Gland packing) head range 9.5-22 mtr having discharge range 1500-400 LPM suitable for pipe size 100mm incl suitable base plate, coupling guard,foundation bolts,nuts etc complete all as specified and directed by Engr-in- charge.

2

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Supply, laying, jointing & testing of Ductile Iron (DI) Pressure pipe 100 mm bore (dia) with flanged ends from both side, Centrifugally Cast (Spun) with Cement Mortar Lining in Inner Side confirming to IS : 8329/2000 in standard length for classification K-9 and other relevant standards and Metallic Zinc Coating followed by a finishing layer of Epoxy Paint in outer side, suitable for Push-on Joint (Rubber Gasket Joint) in any length and laid in Trenches, complete all as specified and as directed by Engr-in charge. Note 1- Excavation,DI Specials shall be measured and paid separately. Note- Rate of rubber gasket, nuts and bolts and washer shall be included in quoted rate. Make:- Electrosteel and equivalent in Jindal and Tata.

80

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Material and labour for supply, jointing and laying in trenches on any type of surface including testing of HDPE DWC pipe of class SN-8, with base of 100 mm thick PCC 1:3:6 using 20 mm graded stone aggregate width of PCC bedding shall be 100 mm extra to dia of pipe on both sides, with encasing at every 2 mtr length centre to centre(Length of encashing shall be 450 mm for pipe dia less than or equal to 300 mm with PCC 1:3:6, laid and jointed incl coupler and rubber sealing ring complete conforming to IS 16098 and testing as per EN 13476 standards of pipe dia 150 mm.(Note-PCC bed shall be paid separately.)

80

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M&L for Concrete bed type C2 1:3:6 to 100 mm bore drain pipes including forming cradles as directed by engr in charge.

40

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Supply and Fixing cast iron body and brass gate heavy duty non return valve ( NRV) 100 mm bore with flanged end all necessary fixing Arrangements such as Gaskets, Mild Steel Nuts, Bolts, Washers, etc. and testing including taking down unserviceablenon return valve ( NRV), complete all as specified and as directed by Engr-in charge.Make: karter, Zoloto, Upadhya

2

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Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured,electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 sq mm 3.5 core complete all as specified and directed.

150

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M & L Sand Cushioning (dry) in trenches/ducts for protection of UG Cables (below, above and around the UG Cable laid in Trenches) of 23 Cm Spread thickness (8 Cm in depth before laying the Cable and 15 Cm in depth after laying the Cable) and consolidated (punned) upto 180 mm thickness, complete all as specified and as directed. Note : For the purpose of Payment, Punned thickness of Sand Cushioning only shall be measured and paid for.

11.34

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S & F Sub-Class ‘B’ Brick, well burnt, laid breadthwise along the length of Cable laid in trenches over Sand Cushion laid for UG Cable Protection, complete all as specified and as directed.

1120

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S & F GI Tubing light grade of size 40mm dia in protection of cable at road crossing /hard standing/pole protection fixed with clam as per site requirement etc all as specified and directed.

20

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Boring holes horizontally under Road without damaging the surface of Road of any type (minimum 1.0 METRE below the Road Surface with the help of GI Tubing not exc. 40mm bore (dia) for passing of UG Cable, complete all as specified and as directed. NOTE: GI Pipe laid will be measured and paid separately under appropriate Item.

15

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Supply,installing, testing and commissioning Outdoor cubical type LT control panel made out of 3.15 mm thick CRCA sheet with top canopy with locking arrangements of suitable size, padestal mounted, CPRI approved factory made totally enclosed, with suitable neoprene rubber gasket to make it completely dust and vermin proof & degree of protection not less than IP -43/42 and general construction conforming to IS -13947 front and back openable, double leaf shutter in front and single leaf shutter in rear side , having proper locking arrangement in both front and rear door and painted with powder coating paint and suitable for 415 volts, 50 Hz, 3 phase 4 wire system and comprising with and including following accessories and mounted on PCC Plat form all around the panel board complete with the following items housed in of make Make :L& T,Siemens :- (a) 200 Amps rated copper bus bar TPN duly insulated with coloured PVC sleeve as per standard colour code, (b) Incommer MCCB 4 Pole 63 Amps, thermal magnetic type DN2-250D with breaking capacity 26 KA with thermal magnetic release at 415 volts,including spreader terminal, make: Havells-01 Nos, (c) Outgoing MCCB 4 Pole 63 Amps, thermal magnetic type DN2-250D with breaking capacity 26 KA with thermal magnetic release at 415 volts,including spreader terminal, make: Havells/L&T/Indo Asian-02 Nos, (d) Fully automatic Star delta starter with push buttons and ON/OFF/TRIP indicating light for Sewage Pump of Cap 7.5 HP, (d) Fully automatic Star delta starter with push buttons and ON/OFF/TRIP indicating light for Sewage Pump of Cap 7.5 HP Make:- Havells/L&T/Indo Asian-02 No , (e) One Rotary type auto /manual Selector Switchs , (f) Digital frequency meter 40-60 Hz - 01 No.Model:- WL113040OOOO,01 No,(g) Digital Voltmeter 0 - 500 Volt ,3 Phase ,with selector switch,Model:- WL132010OOOO, 01 No, (h) Digital Ammeter 3 Ph with inbuilt selector switch,CT /PT site programmable Model:- WL131020OOOO, 04 No, (j) Copper wound with CTR 160/5,100/5,04 Each Set, (k) Indicator Lamps (LED type) & bakelite fuse showing R,Y, B phase,01 Each Set (l) Single Phase Preventor-02 Nos , (k) Indicator Lamps (LED type) & bakelite fuse showing R,Y, B phase,01 Each Set , (l) Single Phase Preventor-02 Nos , (m) Engraved anodised aluminium name plate for each starter/switch /lights and danger plate, note: The rating of all switch gear must match the HP of all pumps quoted. Single line diagram and fabrication drawing of panel must be got approved by Consultant/Engineer before fabrication is undertaken. Make:- Havells/L&T/Indo Asian-02 No

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Supply and fixing pressure gauge (0-14 Kg/Cm. Sq.) complete with isolation valve all as specified and directed of Make : H Guru & equivalent

2

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Supply and fixing cast iron butterfly valve 100mm dia as per IS:13095 (PN: 1.0) including nuts, bolts, Minimum 1.5mm thick CAF gasket sheets, complete in all respects of Make : Karter, Zoloto

2

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Supply and fix Foot Valve of size 100 mm conforming to IS 4038 complete all as specified and directed.

2

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M&L Construction Brick Masonry Valve Pit of size 900x900x900 mm (Internal Dimension) one Brick thick Wall in Cement Mortar 1:4 on 100mm thick PCC 1:4:8 (40mm graded aggre-gate) in Foundation, Rendering 15mm thick internally and externally upto 150mm below GL, providing 3.0mm thick MS Sheet Valve Pit Cover, welded with 40x5mm Flat Iron Frame alround including provision of Hinges, Handle with Locking Arrangement and 40x40 x6mm Angle Iron Frame fixed on top of Valve Pit by means of holdfast 150mm long, embedd -ed in PCC 1:2:4 (20mm graded aggregate) Block of size 230x200x100 mm, applying two coats of Anti-corrosive Paint to all exposed Steel Surfaces over a coat of red oxide zinc chrome Primer after preparation of Surfaces and necessary Earth Work in Soft/ Loose Soil including demolition of unserviceable Valve Pit, complete all as specified and as directed by Engr-in charge..

2

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M&L for earthing complete with galvanised steel earth plate electrode size 600x600x6.0mm thick buried directly in ground vertically in a pit of depth not less than 2.25 mtr below ground levels with top edge of the earth plate not less than 1.5 mtr below normal ground level surrounded from all sides by mixture of charcoal and common salt and electrode connected to and including galvanised Iron strip of size 32 x 6 mm by means of bolts, nuts, check nuts and washers of galvanised steel and GI Protection pipe light grade 40 mm dia bore for watering funnel with wire mesh refilling with vegetable soil without bolders and stones, gravels and aggregate etc,and CI cover with frame, PCC chamber pit with PCC 1:3:6 type C-2 excavation and earth work all as shown in electrical plate No 5 connected to earthing test point all as specified or indicated including testing on completion. NOTES : The unit rate includes for protection pipe and GI strip dia from top of earth plate up to 5.00 meter above ground level.

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