Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date14 May 2020
Closing Date19 Jun 2020
Tender Amount₹ 22,27,090
Costs
EMD
₹ 59,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MES_326582_2Bid Award Id
ViewTender No
GERD/PSN/TOKEN/70 OF 2019-20Tender 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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Demolition of RCC for any description in any position not specifically provided for (Reinforcement cut as required to facilitate demolition) complete all as specified and directed.
5
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Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all as specified and directed.
60
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Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.
6.5
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Dismantling fencing wire mesh/chain link any type complete all as specified and directed.
300
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Taking down cement or cement lime plaster on brick /stone/block masonry walls,etc. including racking out joints, hacking for key scrubbing down with water complete all as specified and directed.
300
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Raking out joints/pointing built in cement mortar to random rubble masonry, uncoursed or brought upto course complete all as specified and directed.
25
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Material and labour for plain cement concrete tiles 200mm x 200mm x 20mm thick matching with existing tiles with white cement and pigment over 15mm screed bed in Cement mortal 1:4 set, jointed and pointed in neat cement slurry in floors complete all as specified and directed.
150
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Material and labour cement concrete Type C2 1:3:6 ( using 40 mm graded crushed stone aggregate) as in surface channel & Drains complete all as specified and directed.
10
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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 complete all as specified and directed.
65
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Material and labour PCC (1:2:4) Type B1 (using 20mm graded crushed stone aggregate) in coping and bed blocks for angle iron post including necessary formwork/moulds complete all as specified and directed.
2.5
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Material and labour for PCC 1:4:8 type D2, 75mm thick using 40mm graded crushed stone aggregate as in sub base complete all as specified and directed.
380
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Material and labour for PCC 1:2:4 type B2, 100mm thick using 40mm graded crushed stone aggregate as in pavings finished fair and even without using extra cement complete all as specified and directed.
350
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Material and labour for Cement concrete 75mm thick type C- 2, 1:3:6 (40mm graded crushed stone aggregate) as in plinth protection, casting in alternate bays finished fair and even without using extra cement as directed by Engr-in charge.
400
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Material and labour for factory made precast PCC solid block kerb stone factory made of required size as edging stone M-20 (using 20mm graded stone aggregate ) as in road / foot path edges, set in cement motar (1:4) etc. complete all as specified and as directed.
3
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Material and labour for 60mm thick factory made machine pressed precast concrete interlocking paver block with greay cement and no pigment any shape and size confirming to IS 15658-2006 of M-35 grade over and including 50mm thick dry sand complete all as specified and directed.
230
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Material and labour for filleting in any position and to any shape in cement cement mortar 1:4 including all mitres, stops, including sectional area n. exc. 25 Sqcm etc complete all as specified and as directed.
35
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Material and labour for PCC block masonry with solid blocks, exc 10 cm in width and setting CM 1:6 precast cement concrete block of type C-1 with 1:3:6 (using 20 mm graded stone aggregate) complete all as specified and directed.
40
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Material and labour Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed.
30
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Material and labour Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 but except stone using serviceable stone obtained from demolition complete all as specified and directed.
65
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Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified of face beds and joints as specified of random rubble walling, uncoursed or brought upto courses with 40mm maximum depression on face from straight edge held against the dressed surfaces complete all as specified and directed.
230
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Material and labour 15mm thick rendering on fair face of brick work or concrete surfaces in Cement mortar 1: 4 in two layers VIZ first layer 10mm thick & second layer 5mm thick mixed with WPC as per manufacturers instructions with finishing the surface even & fair without using extra cement complete all as specified and directed. WPC shall be measured and paid for separately as supply only.
300
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Supply only liquid water proofing compound (ISI marked) complete all as specified and directed.
5
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Material and labour for newly plastered surface of wall and applying two coat of exterior emulsion over a coat of primer after preparation of surfaces at any height including necessary scafolding etc complete all as specified and as directed by Engr in charge.
300
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Material and labour Flush pointing to random rubble masonry, uncoursed or brought upto course in Cement mortar 1:3 complete all as specified and directed.
50
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Providing precast cement concrete in landing, cover slabs ( for man holes, drains etc. ) chullah hoods, chajjas, wate troughs, mangers, shelves and similar artices with plain troughs, mangers, shelves and similar articles with plain faces Type B1, 1:2:4 ( 20 mm graded stone aggregate) ste in Cement mortar 1:6 etc including forms and moulds complete all as specified and as directed.
5
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Material and labour for mild steel TMT bars 8 mm dia and over, 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 0.9mm dia. Or securing with clips etc. complete all as specified and as directed.
350
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Supply and fix posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc. flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting/welding, etc., and similar work conforming to Fe -290 Gde E-165 complete all as specified and directed.
500
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Supply and fix framed work such as grills, grating, etc with ends of bars shouldered and riveted, welded railing, framed work for water tanks and similar work confirming to Fe-290 Gde E-165 complete all as specified and directed.
520
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Material and labour Preparing new steel / iron surfaces and applying two coats of Synthetic enamel paint over a coat of red oxide primer over 10 cm width/girth complete all as specified and directed.
100
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Material and labour Preparing old steel / iron surfaces and applying one coat of Synthetic enamel paint over 10 cm width/girth complete all as specified and directed.
20
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Supply and fix 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 and as specified.
20
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Supply only chain link MS galvanisd fencing, any size or type all as specified and as directed.
175
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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.
300
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Prepration of old surfaces of stone/concrete (kerb stone of footpath) and applying one coat of synthatic enamel paint all as directed and as specified.
20
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Material and labour for prepration of new surfaces of stone/concrete (kerb stone of footpath) and applying two coat of synthatic enamel paint over a coat of primer all as directed by Engr-in-Charge and as specified.
10
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Supply and fixed in repair precast cement concrete jallies, 40 mm thick (measured solid), type B0, 1:2:4 Using 12.5 mm graded crushed stone aggregate, set in cement mortar 1:4, including all mouldings but including frame all as specified and as directed.
100
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Material and labour (in repair) for Razor concertina coil, 610 mm dia. ( 50 spirals per coil) weight apptox 8 Kg (+ or - 5%) expandable 6-8 mtrs, consisting of 2.6 mm dia. Heave galvanised high tensile spring steel wire as per IS- 4454, Barb ( Barb length 24 +or - 1 mm, pitch between two barbs 35 + or - 1 mm ) wade of 0.5 mm thick low carbon heave galvanised cold rolled steel sheet as per IS-513, heave duty steel clip as per IS- 2062 and Epoxy resin coating for anti- corrosion, including dismantling old fencing wire any type all as specified and as directed.
75
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Material and labour for running welding not excedding 6 mm thick in repair complete all as specified and directed.
1
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Material and labour for rendering 15mm thick on stone /block masonary surfaces in Cement mortar 1:6 and rendering is to be finished even and smooth (without using extra cement) complete all as specified and directed.
50
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Excavation in trenches, not exceeding 1.5m wide and n exc 1.5 m in depth for foundation etc or shaft, wells, cesspits, manholes, pier holes etc n.exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed.
70
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Excavation in trenches, not exceeding 1.5m wide and exc 1.5 m in depth and n exc 3.0m in depth for foundation etc or shaft, wells, cesspits, manholes, pier holes etc n.exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed.
10
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Excavation in trenches, not exceeding 1.5m wide and n.xcedd 1.5 m in depth for foundation etc or shaft, wells, cesspits, manholes, pier holes etc n.exc 1.5 m in depth and getting out in soft disintegrated rock complete all as specified and directed.
20
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Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 24 cm in soils complete all as specified and directed.
60
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Removing excavated material n exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.
40
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Cutting in to existing manholes 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 reformong benching as required for 150 mm dia pipe complete all as specified and directed.
30
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Material and labour for 100 mm internal diameter Reinforced concrete pipes, class NP2, laid and jointed complete with collars, laid in trenches on concrete bed or directly on hard ground complete all as specified and as directed.
50
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All as per item No 49 here in above but 150 mm internal diameter.
400
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All as per item No 49 here in above but 200 mm internal diameter.
250
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Material and labour cement concrete type C2, 1:3:6 mix (using 40 mm graded crushed stone aggregate) as in bed to drain pipe including packing under and haunching against the sides of pipes after laying in trenches to required slope and tested for 100 mm bore of pipe, complete all as specified and directed by Engr - in - Charge.
50
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All as per item no 52 here in before but for 150mm dia pipe
400
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All as per item no 52 here in before but for 200mm dia pipe
250
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Material and labour for cement concrete type B1, 1:2:4 (using 20 mm graded crushed stone aggregate) in coping, kerbs, benching channels to man holes etc, curved portion (any girth/width) etc, finished even & smooth with using extra cement & form work if any complete all as specified and directed.
2
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Material and labour for rendering internal faces, 15 mm thick on fair faces of brick work or concrete surfaces in Cement mortar 1:6 , mixed with and including water proofing compound @ 3% by weight of cement and surface finished even & smooth without using extra cement. (Note : supply of WPC shall measured and paid seperately).
75
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Material and labour rendering external surfaces, 15 mm thick, other than fair faces of brick work or concrete surfaces in Cement moratar 1:4 and surface finished even & smooth with out using extra cement complete all as specified and directed.
40
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Cleaning of existing of sewage lines up to 1.00 mtr depth from ground level by rodding or by any means and getting out mud, sludge etc and washing the line withflush water through pipes including disposing; the sludge/ rubbish at a distance exc 100m but n.exc200 m for dia of pipe 100mm complete all as specified and directed.
100
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All as per item No 58 here in before but dia of pipe 150 mm
1000
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All as per item No 58 here in before but dia of pipe 200 mm
300
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All as per item No 58 here in before but depth exc 1.00 metre but not exc 2.00 metre for 150 mm dia of pipe.
350
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All as per item No 58 here in before but depth exc 1.00 metre but not exc 2.00 metre for 200 mm dia of pipe.
100
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Cleaning of existing manhole of any size and n. exc 1.00metre depth from GL including removing sludge, silt, solid particles etc and washing the MH with fresh waterand disposing off the same to a distance not exc 50 m and berried the same as directed.
110
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Cleaning of existing manhole of any size and n. exc 1.00metre depth from GL including removing sludge, silt, solid particles etc and washing the MH with fresh waterand disposing off the same to a distance not exc 50 m and berried the same as directed.
15
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Cleaning of gully trap any size & any type complete all as specified and directed.
70
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Cleaning of Nahani trap of any size complete all as specified and directed.
70
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Cleaning of W. C. chock up any pattern & size complete all as specified and directed.
50
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Cleaning of existing septic tank by removing water, sludge, stones, solid particles etc complete from the septictank and removing the same from the campus and burried as directed for capacity of tank is 50 to 100 users complete all as specified and directed.
5
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Cleaning of any type of roof of area exc. 100 sqm but n. exc. 300 sqm, by removing leaves, vegatation growth, debris and accumulated mud by washing brushing or by any means without hampering the water proofing membrabe (if provided) from permament roof not accessible including cleaning of rain water pipes of any description and removing of debris/ spoil from site and deposing the same to low lying area exc 0.5 km and n exc 1.5 km as directed by Engr-in-Charge and as specified.
10
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All as per item No. 69 here in above but area of roof exc. 300 sqm and n. exc 500 sqm.
15
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All as per item no. 69 here in above but area of roof exc 500 sqm.
20
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