Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date26 Oct 2024
Closing Soon30 Nov 2024
Tender Amount₹ 55,00,000 
Notes
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Costs

Summary

Certain Repair/replacement Of View Cutters, Fencing, Sewage Related Works And Associated

Description

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BOQ Items

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S&F Fibre glass reinforced translucent corrugated sheeting 2mm thick with two corrugations side lap fixed with coach screw and washer in roof ,wall etc complete all as specified and as directed.

100

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S&F 0.63mm thick plain galvanised mild steel sheeting as in ridges hips, valley gutters, drip and straight flashings (length and girth as fixed) with L or J hooks or coach screws with grade of zinc coating 275 complete all as specified and as directed.

40

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Dismantling timber scantling over 40 Sqcm in section (unframed) in any position complete all as specified and as directed.

5.8

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M&L for 2nd class soft wood clean sawn timber fixed as in scatling fixed with nails complete all as specified and as directed.

5

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Ditto all as item No 7 above but except timber complete all as specified and as directed.

0.8

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Dismantling chain link fencing/expanded metal or mesh not exceeding 4kg/Sqm fixed in steel, wood fillets, concrete post etc. of any description, complete all as specified and as directed.

380

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Fixing only Chain link fencing including line wires, any mesh size and type to any type of standards,rails, straining bolts,etc.including provision of binding wire, complete all as specified and as directed.

380

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Supply only chain link MS galvanised fencing of size as directed by Engr-in-charge.

893

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S & F in repairs Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) incl removal of old unservicebale barbed wire, complete all as specified and as directed.

35

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S&F mild steel screw bolt 5 to 10 mm dia (machine made) with hexagonal or square head at one end and screwed the other, screwed end to be fitted with one washer and hexagonal or square nut length exc 5cm but not exc 10 cm long, complete all as specified and as directed.

20

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M & L for Excavating in post holes in (or similar holes) each n.exc 0.5 cum in hard/dense soil , getting out and removing excavated soil to a distance not exceeding 50 m complete all as specified and as directed.

180

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M&L for PCC type C-2, (1:3:6) , using 40mm graded crushed stone aggregate as in fdn, filling and mass concrete etc, complete all as specified and as directed.

27

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Dismantling wrought iron or mild steel work of any description not otherwise provided for angle iron or flat iron as in post and guard bars or grating, complete all as specified and as directed.

94.45

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S& F mild steel Hand rails, half round or other steel section or core for wooden hand rail straight portion , drilled and countersunk for balusters running bas for doors , balusters, nosing to steps including embedding in concrete and screwing etc wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed including all necessary drilling bolting or riveting etc and similar work conforming to Fe 290 Gd E 165, complete all as specified and as directed.

4225

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S&F MS Rolled sections in main and cross beams,hip and jack rafters ;purlins where connected to common rafters running rails and guids for sliding doors ;fixed with angle cleats or other connecting plates and similar work confirming to Fe-290, Gde-E-165 complete all as specified and as directed.

5220

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M&L preparation of new or previously untreated steel surfaces exc. 10 cm width/girth and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed.

1200

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Demolition of precast concrete block /stone walling built in cement mortar including all quoins, arches , pillars etc all as specified and as directed.

40

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M&L pre-cast cement concrete(20mm graded crushed stone aggregate) 1:3:6 type C-1 as in block masonery exc 10cm in width with solid block and setting in cement mortar 1:6 all as Specified and directed by Engr-in-Charge.

35

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All as per item No 21 above but except blocks.

5

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Taking down cement plaster on brick or concrete surfaces including racking out joints hacking for key, scrubbing down with water etc. complete all as specified and as directed.

350

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M&L for 15mm thick rendering on other than fair faces of brick works in two layers 10 mm & 5 mm thick using water proofing compound for outer layer of 5mm thick finished even and fair without using extra cement in cement mortar 1:4 complete all as specified and as directed.

500

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Supply only integral liquid water proofing compound complete all as specified and directed. Make : Pidilite/Sika

18.56

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M&L Preparation of plastered surface of new wall and applying two coats of cement base paint over a coat of primer complete all as specified and directed.

500

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M&L for preperation of new untreated wood or wood based surface of any description over 10cm width or girth and applying two coat of synthetic enamal paint over a coat of pink primer as directed complete all as specified and as directed.

350

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Demolition of cement concrete (Unreinforced) in ground floor and pavings n.exc 15cm thick below or above ground level and removing demolished material outside the premises, complete all as specified and as directed.

143.9

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M & L 100mm thick plain cement concrete 1:2:4 type B-2 (using 40mm granded stone aggregated) as in hardstanding etc. finishing cement concrete surfaces even and fair without using extra cement complete all as specified and directed.

100

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M & L for 75 mm PCC 1:3:6 type C-2 using 20mm graded aggregate as plinth protection finished even and smooth with out using extra cement, complete all as specified and as directed.

75

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M&L Forming Contraction (Dummy) joints 50 mm deep x 10mm wide for plinth protection & similar work , filled with sealing compound Grade 'A' in plinth protection, complete all as specified and as directed.

8

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Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc.laid bedded and pointed in any mortar.

37.7

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Demolition of bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons, etc laid bedded and pointed in any mortar.

100

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M&L for Cement concrete type D-2,1:4:8 (40mm graded aggreate) 100 mm thick as in sub -floors ,sub- bases ,floors and pavings, etc, complete all as specified and as directed.

1000

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M&L machine pressed precast concrete interlocking paver block any shape and size polished with grey cement and pigment confirming to IS 15658-2006 of 80mm thickiness M-40 grade complete all as specified and as directed by Engr-in-Charge.

150

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M&L machine pressed precast concrete interlocking paver block any shape and size polished with grey cement and pigment confirming to IS 15658-2006 of 60 mm thickiness M-35 grade complete all as specified and as directed by Engr-in-Charge..

600

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M&L machine pressed precast concrete interlocking paver block any shape and size polished with grey cement and pigment confirming to IS 15658-2006 of 40 mm thickiness M-35 grade complete all as specified and as directed by Engr-in-Charge.

250

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M&L sand cushioning (25 mm average thickness) under floors in foundations and for laying Interlocking paver blocks including watering and consolidation complete all as specified and as directed by Engr-in-Charge..

21.25

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M&L for Cement concrete type D-2,1:4:8 (40mm graded aggreate) 75 mm thick as in sub -floors ,sub- bases ,floors and pavings,etc, complete all as specified and as directed.

377

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M&L for cement concrete tiles 30cm X 30cm X 20 mm thick, set ,pointed & jointed in neat cement slurry in floors polished with grey cement & pigments laid over 20mm thick cement screed bed (1:6) and all as directed by Engr-in - charge.

377

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Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth for sewage line, septic tank, manholes etc not exceeding 10 Sqm on plan and not exceeding 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed.

324

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Dismantling of cast iron /PVC or reinforced concrete pipes jointed in cement mortar and taking out of trenches if reqd of any dia,

430

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M&L for PCC 1:4:8 , type D -2 (40mm gradded aggergate) bed to drain pipe 150mm dia pipe incl packing under and haunching against the side of pipe after they are laid and tested. Complete all as specified.

180

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M&L for PCC 1:4:8 , type D -2 (40mm gradded aggergate) bed to drain pipe 200mm dia pipe incl packing under and haunching against the side of pipe after they are laid and tested. Complete all as specified.

250

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S&F 150mm dia bore (inner dia) double wall corrugated HDPE pipe (SN 8) in any length including all fittings and jointing with eastomeric rubber link and cuppler/other jointing materials laid in trenches or in floor all as specified and directed . Make ALOMK/GEMNI/REX or equivalent.

180

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S&F 200mm dia bore (inner dia) double wall corrugated HDPE pipe (SN 8) in any length including all fittings and jointing with eastomeric rubber link and cuppler/other jointing materials laid in trenches or in floor all as specified and directed . Make ALOMK/GEMNI/REX or equivalent.

250

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S&F in repairs 110mm dia bore PVC pipes single socketed having compressive strength 655 - 675 Kg/Cm2 , in any length with rubber ring joints , laid in trenches or in floors including PCC 1:4:8 type D-2 (using 40mm draded aggregate) bed to drain complete all as specified and directed by Engr-in-charge.

400

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S&F110 mm bore PVC (SWR) pipe bends, complete all as specified and as directed.

40

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S&F in repairs 75 mm bore PVC (SWR) pipe single socketed having compressive strength 655 - 675 Kg/Cm2 , in any length with rubber joints fixed to walls, complete all as specified and as directed.

70

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S&F 75 mm bore PVC (SWR) pipe bends, complete all as specified and as directed.

42

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S&F PVC reducer of 110mm dia, complete all as specified and as directed.

20

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S&F PVC reducer of 75mm dia, complete all as specified and as directed.

37

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S&F PVC (SWR) T (Single T) of 110mm dia , complete all as specified and as directed.

40

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S&F PVC (SWR) T (Single T) of 75mm dia, complete all as specified and as directed.

32

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M&L for soak well/soak pit of dia 3.00 mtr internal at top and depth of 1.80 mtr from bottom having min 2.45 mtr height 380 mm thick random rubble uncoarsed stone masonary wall in CM 1:6 with 150 mm thick PCC 1:4:8 type D2(Using 40 mm graded aggregate) below stone masonary at Bottom ad RCC cover slab using Design mix concrete M-25 or 1:1.5:3 nominal mix with reinforcement 10 mm dia bars @ 150mm C/C both ways top and bottom layer of concrete including arrangement for manhole opening and manhole cover, inlet for 100/150 mm dia pipe connected with existing manholes including dismantling and filling of existing soak well/soak pit and make a true surface complete all as specified as per Drg No. CESZ/TD-1078/2011 sheet 1/1 Note :- The rate includes excavation in hard/dense soil and construction of soak well as per drawing, connection of inlet pipe, 100 mm dia PVC vent pipe with cowel, returning and filling and removing of surplus soil to a distance exc 50 mtr but not exc 100 mtr from site. If any issues regarding drawing finalized by Engr in Charge during execution.

8

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Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition), all as specified and as directed.

5

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M&L for precast cement concrete 1:2:4, type B-1 (using 20mm graded crushed stone aggregate) as in manhole cover slabs and the like position set in cement mortar 1:4 complete all as specified and as directed (reinforcement shall be measured & paid separately, complete all as specified and as directed.

5

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Mild steel round bars10mm dia and over (for tie bar of chain link fencing), cut length, bent to shape required , including cranking , bending spirally for hooping for coloumns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips , complete all as specified and as directed.

400

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Mild steel TMT bars10mm dia and over cut length, bent to shape required , including cranking , bending spirally for hooping for coloumns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips , complete all as specified and as directed.

400

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Cutting into existing manholes for connecting new drains, internal dia of pipe 100 mm making good to pipe & rendering cutting out existing benching for forming branch channel (1/2) to or 3/4 section in cement concrete (1:2:4) type B-1, smooth finished, all as specified & directed.

4

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Cutting into existing manholes for connecting new drains, internal dia of pipe 150 mm making good to pipe & rendering cutting out existing benching for forming branch channel (1/2) to or 3/4 section in cement concrete (1:2:4) type B-1, smooth finished, all as specified & directed.

6

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All as per Srl item No 61 above but for 200 mm dia pipes

2

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Returning, filling in soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm in hard/dense soil complete all as specified and as directed.

50

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Removing surplus excavated material to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.

274

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