Military Engineer Services Tender
View complete overview of Goa MES Tender
Costs
EMD
₹ 8,23,500Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_687940_1Tender No
83047/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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M&L for RCC M30 Design Mix (RMC) as per IS- 456 with using 20mm graded stone aggregate as in cast in situ bored pile of any length/ any size sections complete all as specified and as shown in drawing as in bored pile including non destructive test on piles as per IS-2911 Part IV (Note:- The unit rate quoted under this item shall be deemed to be inclusive of charges for non destructive integrity test).
3001
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M&L for RCC M30 Design Mix (RMC) as per IS- 456 with using 20mm graded stone aggregate as in plinth beams, pile caps and mass concrete complete all as specified and shown in drawing and as directed.
791
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M&L for form work to sides of pile caps grade beams tie beams for fair finished flat concrete surface complete all as specified and directed.
353
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M&L for providing PCC (1:4:8) type D2 using 40mm graded stone aggregate for concrete layer below pile cap/grade beam and foundation complete all as specfified and as shown in drawing.
105
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M&L for providing CRS TMT bars 10 mm dia and over, cut to length, bent to shape required incl cranking, bending, sprially for hooping for columns etc for bored piles, pile caps and grade beams complete all as specified and directed.
214850
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M&L for providing CRS TMT bars 8 /10 mm dia, cut to length, bent to shape required incl cranking, bending, sprially for hooping for columns, piles and stirrups etc for piles, pile caps, grade beams, complete all as specified and directed.
62030
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Material & Labour for RCC M30 grade (RMC) concrete (Design Mix) using 20mm graded stone aggregate as in walls, retaining walls, basement walls, ballast walls and the like any thickness above top of footings including attached pilasters and buttresses complete all as specified and directed.
135
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M&L for providing CRS TMT bars 10 mm dia and over, cut to length, bent to shape required incl cranking, bending sprially for hooping for retaining walls, RCC bands etc complete all as specified and directed.
18050
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M&L for providing CRS TMT bars 5 mm dia and over upto including 10mm, cut to length, bent to shape required incl cranking, bending, sprailly for hooping for beams, RCC bands, columns, stirrups spacers, binders etc complete all as specified and directed.
570
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M&L for RCC 1:2:4 (using 20mm graded aggregate) as in beams, cantilevers, bressumers, lintels over 1.5m span, RCC bands etc including necessary formwork etc complete all as specified and shown on drawing and as directed.
6
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M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc vertical or to batter including fair finish surfaces complete all as specified snd directed.
1250
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Excavation over area in water, liquid or mud and interrupted by tides n.exc 1.50m in depth for foundation of pile caps/grade beam etc complete all as specified and directed.
1565
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Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above starting point complete all as specified and directed.
1565
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M&L for carrying out Initial Load test (vertical load test) cast in situ piles of 600 mm dia as per IS 2911 (Part 4) including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.
1
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M&L for carrying out lateral load test cast in situ piles of 600 mm dia as per IS 2911 (Part 4) including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.
2
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M&L for carrying out uplift load test cast in situ piles of 600 mm dia as per IS 2911 (Part 4) including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.
Note for item No 17 to 19:- The piles for testing shall be measured and paid under respective items and only testing charges shall be paid in these items.
1
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Testing of piles (Routine load test) all as per IS 2911 including mobilising and removing the testing equipments from site after testing is completed all as specified and directed for 600 mm dia cast in situ pile complete all as specified snd directed.
Note : Only compression load test shall be carried out for Routine Load Test
2
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S&F PVC coated 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) complete all as specified and directed.
2760
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Supply only PVC coated chain link fencing MS made out of high quality hot dip galvanised wire of dia 4mm, 50x50mm size fixed to standard rail, standing bolts etc complete all as specified snd directed.
276
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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 provission of binding wire complete all as specified and directed.
276
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M&L for Moorum/red bajri filling in floors or pavings, laid in layers n. exc. 15 cm thick, spread, levelled and well rammed including watering etc. complete all as specified and directed by Engineer-in-Charge.
373
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Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts, posts and struts in fencing including cutting tops to shape as directed, drilling drilling holes, notching for wire, etc, flat iron fillets (or securing wire mesh, etc.) including all necessary drilling, bolting or riveting, etc., and similar work ocnforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineeer-in-Charge.
4700
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Tie bars with screwed ends, nuts, washers and mild steel plates for walls, chimneys, roofs, arches, etc. king rods and straining bolts conforming to Fe-290 Gde-E-165 complete all as specified and as directed by Engineer-in-Charge.
40
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M&L for Boulder filling dry, handpacked tightly, as in wire crate apron bunds of boulder size upto 300mm size layed with self supporting bond layers complete all as specified and as directed by Engineer-in-Charge.
(Note:- Wire crate measured separately)
190
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M&L for Boulder pitching, laid dry, hand packed tightly in sides of retaining wall upto size of 150mm stone layed with self supporting bond layers complete all as specified.
65
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S&F in 4mm dia Galvanized steel wire mesh of size 100mm x 100mm Wire crate protection in 300 - 250mm size boulders fixed with necessary bolts, nuts with bonding wire etc. complete all as specified and complete as directed by Engineer-in-Charge.
612
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Material and providing for 25mm expanison/ crumple joint with 12mm thick Elastomeric polysulphide sealent with non Bitumious resilent joint filler board (Make:- Shalitec confirming to IS 1838) with necessary real plug, screws with aluminium strip etc. complete all as specified and complete as shown on dwg.
37
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