Military Engineer Services Tender
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Costs
EMD
₹ 1,00,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_690018_1Tender No
84283/C/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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Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soft/ disintegrated rock complete all as specified and directed by Engineer-in-Charge.
39
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Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.
5
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Removing excavated soft/ disintegrated rock to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.
6
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Taking up carefully from trenches/walls/floor GI/PVC water mains including all fittings of following sizes and complete all as specified and directed by Engineer-in-Charge. :-
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(a) 20 mm bore.
400
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(b) 25 mm bore.
580
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(c) 40 mm bore.
170
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(d) 50 mm bore.
430
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(e) 80 mm bore.
190
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(f) 100 mm bore.
98
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Refixing of old steel water tubing and connections in new or old position (wall/floor/ceilling/trecheh etc) of following sizes and complete all as specified and directed by Engineer-in-Charge. :-
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(a) 20 mm bore.
100
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(b) 25 mm bore.
80
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(c) 40 mm bore.
60
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(d) 50 mm bore.
60
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(e) 80 mm bore.
70
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(f) 100 mm bore.
50
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Supply and fix laid in trenches steel water tubing medium grade, galvanised with all fittings complete for following sizes and complete all as specified and directed by Engineer-in-Charge. :-
-
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(a) 25 mm bore.
250
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(b) 40 mm bore.
50
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(c) 50 mm bore.
220
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(d) 80 mm bore.
60
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(e) 100 mm bore.
24
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Supply and fix complete to walls / ceilings or laid in floors steel water tubing galvanised medium grade with all fittings of following sizes and complete all as specified and directed by Engineer-in-Charge. :-
-
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(a) 20 mm bore.
300
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(b) 25 mm bore.
250
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(c) 40 mm bore.
60
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(d) 50 mm bore.
150
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(e) 80 mm bore.
60
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(f) 100 mm bore.
24
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M&L for cutting existing GI tubing for alteration or additions of sizes including screwing existing GI tubing for tapping & making new connections etc of following sizes complete all as specified and directed by Engineer-in-Charge.
-
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(a) 20 mm bore.
6
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(b) 25 mm bore.
5
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(c) 40 mm bore.
5
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(d) 50 mm bore.
4
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(e) 80 mm bore.
4
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(f) 100 mm bore.
3
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S&F in repairs globe or gate valve with iron wheel head screwed both ends for iron pipe and fixed for the follwing sizes with ISI marked and as per IS 14846 complete all as specified and directed by Engineer-in-Charge.
-
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(a) 20 mm bore.
15
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(b) 25 mm bore.
25
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(c) 40 mm bore.
6
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(d) 50 mm bore.
6
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S & F in repairs butterfly valve, high pressure with crutch or butterfly handle for iron pipe or for unions of follwing sizes complete all as specified and directed by Engineer-in-Charge.
-
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(a) 80 mm bore.
1
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(b) 100 mm bore.
1
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(c) 150 mm bore.
1
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Taking down old u/s Sluice valve of any size complete all as specified and directed by Engineer-in-Charge.
7
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Supply and fix Sluice valve PN-1.6 with gun metal spindle and wedge nut ISI maked (IS-14846:2000) complete with iron wheel of following sizes and complete all as specified and directed by Engineer-in-Charge. :-
Note:- Rate includes neccesary arrangements and cutting the pipe of required dimension with attachments for fitting the sluice valve.
-
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(a) 80 mm bore.
3
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(b) 100 mm bore.
2
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(c) 150 mm bore.
2
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M & L for taking out stainless steel spindle out of sluice valve and refixing it with new one with neccessay attachments to fit the existing valve complete for the following sizes and complete all as specified and directed by Engineer-in-Charge :-
-
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(a) 80 mm bore.
2
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(b) 100 mm bore.
2
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(c) 150 mm bore.
2
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(d) 200 mm bore.
2
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S & F in repairs foot valve cast iron assembly of following sizes and complete all as specified and directed by Engineer-in-Charge. :-
-
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(a) 50 mm bore.
2
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(b) 80 mm bore.
4
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(c) 100 mm bore.
5
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(d) 150 mm bore.
5
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Supply and fix in replacement cast iron non return (reflux) valve both flanged ends in swing type design as per IS 5312 Part-1, PN-1.0, of following sizes and complete all as specified and directed by Engineer-in-Charge :-
-
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(a) 50 mm bore.
2
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(b) 80 mm bore.
2
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(c) 100 mm bore.
2
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(d) 150 mm bore.
2
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Supply, fixing and testing, cast iron air release valve with two air outlet and fixing in existing CI/ DI water supply mains complete including necessary cutting/ drilling inserting tee, nuts, bolts etc including taking out old air release valve complete of follwing sizes complete all as specified and directed by Engineer-in-Charge :-
-
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(a) 65 mm
2
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(b) 80 mm
2
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(c) 100 mm
2
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M&L in repairs for fixing MS leakage clamps 150 mm in width made out of 6 mm thick MS Sheet in shape and size duly drilled 2 holes in each side with necessary rubber insertion sheet of required size and MS bolt,nuts & washers incl. excavation/earth work in any type of strata and dewatering of line water for prevention of water leakage from pipeline complete all as specified and directed by Engineer-in-Charge suitable for following sizes of CI/DI pipelines:-
-
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(a) 80 mm bore.
2
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(b) 100 mm bore.
2
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(c) 150 mm bore.
2
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M & L for Burning of lead joint in position (old lead will be contractors property for which credit will be given separately) for the pipes of following sizes and complete all as specified and directed by Engineer-in-Charge :-
-
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(a) 80 mm bore.
2
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(b) 100 mm bore.
2
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(c) 150 mm bore.
2
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Dismantling of valve chamber and removing material not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed by Engineer-in-Charge.
8
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Construction of valve chamber of size 120 x 120 x 120 cm (internal dimensions) with the following specifications and complete all as specified and directed by Engineer-in-Charge :-
(i) 15cm thick PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation concrete. (ii) PCC solid block masonry 200mm thick using grade C-5 block built in CM 1:6
(iii) Rendering 15mm thick in CM 1:4 finished even and fair.
(iv) PCC (1:3:6) type C-1 (using 20mm graded stone aggregate) as in coping.
(v) 3mm thick MS sheet cover alongwith MS angle iron frame 40 x 40x6 mm duly embedded in coping concrete with necessary locking arrangement.
(vi) Painting MS sheet cover and frame with two coats of synthetic enamel paint over a coat of red oxide primer.
NOTE : Excavation and earthwork shall deemed to inclusive in the rate quoted by the contractor.
5
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Construction of valve chamber of size 100 x 100 x 100 cm (internal dimensions) with the following specifications and complete all as specified and directed by Engineer-in-Charge :-(i) 15cm thick PCC (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in foundation concrete. (ii) PCC solid block masonry 200mm thick using grade C-5 block built in CM 1:6.
(iii) Rendering 15mm thick in CM 1:4 finished even and fair.
(iv) PCC (1:3:6) type C-1 (using 20mm graded stone aggregate) as in coping.
(v) 3mm thick MS sheet cover alongwith MS angle iron frame 40 x 40x6 mm duly embedded in coping concrete with necessary locking arrangement.
(vi) Painting MS sheet cover and frame with two coats of synthetic enamel paint over a coat of red oxide primer.
NOTE : Excavation and earthwork shall deemed to inclusive in the rate quoted by the contractor.
3
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M&L for cleaning of pump house/OH reservoir, surrounding area by surface excavation upto 10 cm depth incl removing shrubs,grass,miniplants and other unwanted materials and levelling complete in soft/loose soil complete all as specified and directed by the Engineer-in-Charge.
12000
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M&L for cutting of branches of tree of various length to keep a clear pump houses/OH reservoir and depositioning the cut branches upto 50 mtr from pump house/OH reservoir complete all as specified and directed by the Engineer-in-Charge.
115
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M&L only for attending water supply complaints and rectifying the faults viz no water, water leakage, air lock, low pressure, over flow etc all necessary patty items like rubber gasket,grease, screws, GI tees, bends, elbow etc and tool required including excavation in any type of strata as per site requirement and making arrangement of electric/diesel pump/JCB/manual additional labour by caulking with pig lead/ lead wool/ tyton joint of sizes 20 mm to 100 mm bore complete all as specified and directed by the Engineer-in-Charge.
320
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M&L dewatering, cleaning of OH reseviors remove all mosses, algae and dirt and removal of dirty water along with sludge by suction pumps and disposal of the same to a safe distance including scrubing of internal surface by steel wire brush, removing the dirt completely and sterilizing the complete internal surface of the tank by using ISI mark Gd I bleaching powder including repair to vent pipes and providing wire mesh and clamps (to stop ingress of pigeons) complete and marking the date of cleaning by using synthetic enamel paint in white colour over black background and letters of height 40 mm height and 30 mm width complete all as directed including one coat of white wash on the internal surface complete all as specified and directed by Engineer-in-charge.
Note: Neccessary tools and safety gears to be arranged by contractor without any extra cost. Labours safety shall be contractors responsiblity.
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(a) 20000 Gallons
2
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(b) 25000 Gallons
2
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(c) 50000 Gallons
22
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(d) 75000 Gallons
2
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(e) 100000 Gallons
18
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M&L dewatering, cleaning of UG Sumps remove all mosses, algae and dirt and removal of dirty water along with sludge by suction pumps and disposal of the same to a safe distance including scrubing of internal surface by steel wire brush, removing the dirt completely and sterilizing the complete internal surface of the tank by using ISI mark Gd I bleaching powder including repair to vent pipes and providing wire mesh and clamps (to stop ingress of pigeons) complete and marking the date of cleaning by using synthetic enamel paint in white colour over black background and letters of height 40 mm height and 30 mm width complete all as directed including one coat of white wash on the internal surface complete all as specified and directed by Engineer-in-charge.
Note:Outer Surface of SWT Painted one layer of OBD over existing . Neccessary tools and safety gears to be arranged by contractor without any extra cost. Labours safety shall be contractors responsiblity.
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(a) 5000 Gallons
2
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(b) 25000 Gallons
4
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(c) 50000 Gallons
36
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(d) 100000 Gallons
8
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(e ) 200000 Gallons
6
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(f) 450000 Gallons
2
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(g) 700000 Gallons
4
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(h) 1033333 Gallons
1
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(j) Static Water Tank 20,000 glns round type
45
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(k) Static Water Tank 50,000 glns round type
58
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M&L applying one coat of anticorrosive bituminiuos paint on existing paint over whole length of ladder of overhead tanks of any capacity upto 20 mtrs staging including preparation of surfaces complete all as specified and directed by the Engineer-in-Charge.
Note:- Total length of ladder of OH tank consider as one job.
15
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Repairing of ladders/part of ladder in OH Tanks with the help of Arc/Gas welding,cutting , beding etc and two coats of anti corrosivce bitumious paint over a coat of anti corrosive primer complete all as specified and directed by the Engineer-in-Charge.
Note:- Total length of ladder of OH tank consider as one job.
8
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M&L for preparation/cleaning of old painted steel surfaces of any description such as suction line, delivery line, priming line or not less than 80 mm dia pipe any other pipe line/ channel plates complete with scrapping out old painted surface and after that marking of flow direction along with painting complete all as specified and directed by the Engineer-in-Charge.
480
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M&L for PCC (1:4:8) type D-2, using 40 mm graded stone aggregate as in foundation concrete, mass concrete etc complete all as specified and directed by the Engineer-in-Charge.
5
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Material and labour for cross arms, bracing supports, clamps fabricated out of structural steel such as ISMC, angle iron, flat iron sections including hot galvanised nuts & bolts, washers for single and two pole structure welding, bending cold or hot, drilling holes for bolts, in any shape or size of Fe-410-W (gde-E-250) quality-B as specified and including of one under coat and finishing coat with aluminium paint over a coat of red oxide primer complete all as specified and directed by the Engineer-in-Charge.
415
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Taking out carefully GI earthing complete including GI pipe and removing materials for taking credit and making good disturbed surface complete all as specified and directed by the Engineer-in-Charge.
12
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Taking down carefully GI earthing strip/GI wire complete including and removing materials for taking credit and making good disturbed surface complete all as specified and directed by the Engineer-in-Charge.
105
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M&L bore earthing not less than 250 mm dia 16 feet deep filled with black soil up to 7 feet from bottom complete with galvanized iron pipe 40 mm bore medium grade 3 meter long tapers at bottom & provided 12 mm holes (staggered) at 75 mm centre to centre up to 2.5 meter of length from bottom , burried directly in ground filled with 45 cm alternate layer of chemical magnisium sulphate, charcoal & salt up to ground level connected to galvanized iron strip 25x4 mm as earthing lead up to 7.5 mtr by means of bolt and nut, check nuts and washer of galvanized iron or steel including brazing work and 40mm dia light grade pipe for earth lead protection connected to electrical equipment and earthing test point , earth dolly and earth chamber as shown in elect plate No 2 of SSR Pt-I including all necessary earth work, excavation, earth chamber with PCC 1:3:6, Type C1 and RCC chamber cover of PCC 1:2:4 with handle and 20 mm dia GI watering pipe with funnel and wire mesh etc and testing on complete all as specified and directed by the Engineer-in-Charge.
12
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M&L for Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed from earth pit to Air termination rod at over head tank or any other indicated situation for loop earthing with galavanised iron strip of 25X4 mm size with saddles (insulators made out of porcelain and not more than 2 ft distance between the saddle ) and fixing screws the lightening roof conductor and the down conductor complete all as specified and directed by the Engineer-in-Charge. Note:Neccessary tools and safety gears to be arranged by contractor without any extra cost. Labours safety shall be contractors responsiblity.
105
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M&L for GI Tubing light grade 40mm dia.for earthing strip protection including old existing pipe complete all as specified and directed by the Engineer-in-Charge.
18
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