Military Engineer Services Tender
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Costs
EMD
₹ 90,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MES_634281_1Bid Award Id
ViewTender No
GE/WS/IFA-117/Token-72 of 2023-24Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
250 to 350 mm bore
500
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-
350 to 450 mm bore
500
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S&F in replacement DI fittings/specials such as Tees, bends (any type, radius and angle) tapers any type, collars, tail pieces, caps and plugs of the following sizes confirming to IS: 9523 complete all as specified and directed by Engr-in-Charge
-
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-
Upto 150 mm bore
100
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-
200 to 250 mm bore
120
-
-
250 to 350 mm bore
250
-
-
(Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in (KG) shall be taken into account and attach with RAR/F Bill)
-
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-
Material and labour for Run lead joint including jointing material for CI/DI pipe of following size/bore:- (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in old run lead (KG) shall be taken into account and attach with RAR/F Bill)
-
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-
80 mm bore
3
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-
100 mm bore
2
-
-
150 mm bore
2
-
-
200 mm bore
1
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-
250 mm bore
2
-
-
Taking down old unsv MS pipe with fittings such as joints, bends, elbow, tees upto 250 mm dia complete all as specified and directed by Engr-in-Charge.
(Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in (KG) shall be taken into account and attach with RAR/F Bill)
150
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-
Supplying, laying, jointing, welding & testing MS Pipe (Heavy duty class 'C') laid in trenches or on floors for connections to centrifugal pump sets for suction, pump to header and to connect out going water main CI/DI pipe line all as directed by Engr-in-Charge. Note:- MS Flanges and Flange joints complete with jointing materials shall be measured and paid separately.
-
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-
80 mm bore
30
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-
100 mm bore
40
-
-
150 mm bore
40
-
-
200 mm bore
20
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-
250 mm bore
20
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-
Supplying and fixing in replacement MS flanges of following sizes not less than 16 mm thick duly welded on ends of MS pipe complete all as specified and directed by Engr-in-Charge. (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in (KG) shall be taken into account and attach with RAR/F Bill)
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-
50 mm bore
10
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-
80 mm bore
10
-
-
100 mm bore
12
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-
150 mm bore
10
-
-
200 mm bore
8
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-
250 mm bore
6
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-
S&F in replacement Flanged Joints with rubber or fibre board gasket including nuts, bolts and double washers of following sizes complete all as specified and directed by Engr-in-Charge. (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV PVC scrap in scrap iron (KG) shall be taken into account and attach with RAR/F Bill)
-
-
-
50 mm bore
10
-
-
80 mm bore
10
-
-
100 mm bore
12
-
-
150 mm bore
10
-
-
200 mm bore
8
-
-
250 mm bore
6
-
-
Supply, fixing, jointing & testing Cast Iron Sluice Valve of sizes as under, ISI Marked, flanged ends drilled pressure rating PN-1.0, PD Short body, confirming to IS 14846 -2000, having stainless steel spindle with cast iron operation wheel at top including taking out unsv sluice valve complete all as specified and as directed at site by the Engr-in-Charge. (Note:- (i) Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item.)
(ii) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in sluice valve (EACH) shall be taken into account and attach with RAR/F Bill)
-
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-
50 mm bore
3
-
-
80 mm bore
6
-
-
100 mm bore
8
-
-
150 mm bore
12
-
-
200 mm bore
8
-
-
250 mm bore
3
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-
Supply, fixing, jointing and testing of Cast iron Non Return valve without by pass arrangement, swing type, confirming to IS 5312, flanged ends pressure rating PN 1.0 complete including taking out unsv NRVcomplete all as specified and as directed at site by the Engr-in-Charge. (Note:- (i) Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item.)
(ii) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in NRV (EACH) shall be taken into account and attach with RAR/F Bill)
-
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-
50 mm bore
5
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-
80 mm bore
5
-
-
100 mm bore
6
-
-
150 mm bore
12
-
-
200 mm bore
2
-
-
250 mm bore
1
-
-
Supply, installation and testing of flanged ends water meter ISI marked woltman type, Class 'B' of following sizes and making good connection with flanged ends, with gasket rubber sheet and nut & bolts fixing in horizontal/inclind/vertical position, including taking out unsv water meter complete all as specified and directed at site by the Engr-in-Charge. (Note :- (i) Flange joints including jointing materials shall deemed to be included in the unit rate of this item.)
(ii) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in water meter (EACH) shall be taken into account and attach with RAR/F Bill)
-
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-
50 mm bore
5
-
-
80 mm bore
6
-
-
100 mm bore
10
-
-
150 mm bore
16
-
-
200 mm bore
1
-
-
250 mm bore
1
-
-
Supply, installation and testing flanged ends strainer/dirt box of following sizes with stainless steel mesh suitable for cold water meter to avoid foreign material entering into meter and making good connection with flanged ends, with gasket rubber sheet and nut & bolts fixing in horizontal/inclind/ vertical position, including taking out unsv strainer/dirt box complete all as directed at site by the Engr-in-Charge. (Note :- (i) Flange joints including jointing materials shall deemed to be included in the unit rate of this item.)
(ii) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in strainer / dirt box (KG) shall be taken into account and attach with RAR/F Bill)
-
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-
50 mm bore
5
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-
80 mm bore
6
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-
100 mm bore
10
-
-
150 mm bore
16
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-
200 mm bore
1
-
-
250 mm bore
1
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-
Supply, fixing, jointing & testing butterfly valve (wafer type) of sizes as under, ISI Marked, flanged ends drilled pressure rating PN-1.0, PD Short body, inserting new one including taking out of old unserviceable butterfly valve complete all as specified and as directed at site by the Engr-in-Charge. (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in (KG) shall be taken into account and attach with RAR/F Bill
-
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-
50 mm bore
2
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-
80 mm bore
4
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-
100 mm bore
6
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-
150 mm bore
8
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-
200 mm bore
4
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-
250 mm bore
1
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-
Labour for cutting, welding of CI /DI/GI/MS pipe in position for reducing to required length for insertion of new tees, branches, buterfly valve (wafer type) etc of upto 450 mm bore complete all as specified and directed by Engr-in-Charge
39
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Material and labour PCC (1:3:6) type C-2 (using 40 mm graded crushed stone aggregate) as in foundation of brick pillar to support the pipe line including demolition of old PCC and removing the debris from site complete all as specified and as directed at site by the Engr-in-Charge.
5
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Material and labour Brick work with sub class 'B' bricks, old size straight or curved on plan exc. 6M mean radius built in CM (1:4) as in brick pillar of required size and shape to support the pipe line including demolition of old brickwork & removing rubbish from site by contractor at his own arrangement complete all as specified and as directed at site by the Engr-in-Charge. (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in brick work in (CUM) shall be taken into account and attach with RAR/F Bill)
5
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Material and labour rendering 10 mm thick with cement mortar (1:6) on fair faces of brick work / concrete surfaces, finished the surface even and fair including taking down of existing plaster complete all as specified and directed by Engr-in-Charge.
300
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Material and labour rendering 15 mm thick on newly plastered surface of wall with cement mortar (1:6) on fair faces of brick work / concrete surfaces, finished the surface even and fair including taking down of existing plaster complete all as specified and directed by Engr-in-Charge.
40
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Supplying and fixing Digital liquid water level monitor/controller with inovate PIEZO-RESISTIVE linear sensor, non ambiguous display 3 x 1/2 digit (1999 count max) unit option any two of cm, ltrs, percent (%) resolution 0.1 for % and One cm upto 20 mtrs deep tank DATUM level adjustable, power 10-14 VDC ( 5 watts),temp 0.55 degree celcius, relay No 230 VAC, 6 Amp, sensor to tripod to make it fully serviceable condition including for cable connection work complete for semi under ground sump/over head tank after taking down/out as existing at site complete all as specified and as directed.
(Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in water level senson in iron srape in (KG) shall be taken into account and attach with RAR/F Bill)
8
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Supplying and fixing water meter level indicator, electronic type, for over head water tank , reservoir, comprising of five stage magnetic sensor concealed in stainless steel tube of required length & features of alarm on low and high levels with indications to make it fully serviceable/ functional by renewal of defective parts after taking down/out as existing at site complete all as specified and as directed.
(Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in water meter level indicator in iron scrap in (KG) shall be taken into account and attach with RAR/F Bill)
6
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Material and labour for existing mechanical type water level indicator in over head tank/semi under ground sump by replacing of rope chain pully & painting work and writing in water figures complete all serviceable condition all as specified and as directed (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in iron scrap (KG) shall be taken into account and attach with RAR/F Bill)
10
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M&L Contruction of valves pit chamber having internal dimension 90cmx90cmx90cm (internal height) with PCC (1:4:8) using 40mm graded stone aggregate for foundation (15mm thick), 23 cm brick wall in (1:4), 10mm thick rendering all around the brick work in cement mortar 1:6, PCC (1:2:4) type B1 coping with 20mm graded aggregate for grounting MS frame including 13mm thick MS top sheet cover with locking arrangement incl 50mm pad lock with double key arrangement & MS frame mde out of 40x40x6mm thick angle iron incl painting of steel surface with two coats of red oxide primer as finishing coat incl necessary excavation in any type of soil, returning filling in and removal of surplus soil to a distance not exc 50mtrs all as specified and shown on drg No. CWE(U)/D-1/86 sheet No. 1/1 complete all as specified and directed by Engr-In-Charge.
(Note:- (i) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in iron scrap (KG), brick work in (CUM) shall be taken into account and attach with RAR/F Bill)
(ii) Removing of rubbish by contractor shall be arranged at his own arrangement.
6
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M&L construction of valves pit chamber having dimension 120 cm X 120cm x 120cm (internal height ) using PCC (1:4:8) type D2 (using 40mm graded stone aggregate for foundation 15 cms thick. brick wall 23 cm thick built in CM (1:4), 10mm thick rendering all around the brick with 1: 6 cement mortor, PCC (1:2:4) type B1 (using 20mm graded stone aggergate) as in coping for grouting MS frame including 03mm thick MS top sheet cover with locking arragnement, MS frame made out of 40 X 40X 6mm thick angle iron including painting the steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer including necessary excavation in any type soil, returning, filling in and removal of surplus soil to a distance not exceeding 50mtrs all as specified and shown on drg No-CWE(U) D-1/86 sheet No-1 and including demolition/ dismantling of exsiting valve chamber as directed by the Engr-in- charge.
(Note:- (i) Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in iron scrap (KG), brick work in (CUM) shall be taken into account and attach with RAR/F Bill)
(ii) Removing of rubbish by contractor shall be arranged at his own arrangement.
5
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-
Supply & fixing in replacement of rubber mat suitable for LT 433V of size not less than 2m x 1 m x 19mm thick complete all as specified and directed. (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in PVC scrap (KG) shall be taken into account and attach with RAR/F Bill)
20
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-
M&L fabrication (welding work ) of MS Header/ any size upto 300mm MS pipe at various pump house site for connection of pipe, arresting leakges on header complete all as specified and directed.
8
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Supply and fixing in replacement mild steel work for manhole cover, stair case steps, pit chamber cover , doors/gate, fencing on boundary etc made of MS angle/ flats/channels etc including cutting out top and bottom to shape as directed, including drilling holes, notching for wire etc flat iron fillets including weling work all necessary drilling, bolting or rivetting , PCC work etc and similar works confirming to Fe-290, Gde E-165 and applying two coats of synthetic enamel paint over a coat of red oxide primer including preperation after demolition of existing covers, steps etc complete all as specified and as directed.
(Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in iron scrap (KG) shall be taken into account and attach with RAR/F Bill)
300
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-
Excavation in trenches not exc 1.5 M wide and not exc 1.5 M in depth for pipe line, etc in soft/ loose soil getting out and levelling of bottom surface to required level complete all as specified and direcred .
54
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Returning filling in, including spreading, leveling, watering and well ramming in layers not exc 25 Cm thick soft / loose soil complete all as specified and direcred .
49
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-
Removing excavated material (Soils) from site to a distance not exc 50 M away and depositing where directed at a level not exc 1.5mtr above the starting point at appropriate depth from GL as per site requirement as directed by EIC complete all as specified and direcred.
5
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Boring holes under road pavement by bocky manually in any type of soil upto 200 mm bore complete all as specified and direcred .
18
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-
Taking up Cast Iron/Ductile Iron/Cement pipe water mains (including all fittings) with spigot & socket ends and lead/tyton joints including burning out lead joints and recovering lead complete all as specified and directed by Engr-in-charge of the following sizes :-
(Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in CI/DI/Cemented pipe in (RM) shall be taken into account and attach with RAR/F Bill)
-
-
-
80 mm bore
50
-
-
100 mm bore
60
-
-
150 mm bore
80
-
-
200 mm bore
40
-
-
250 mm bore
20
-
-
Supplying, laying, jointing, testing and commmisioning of DI Pipe as per IS 8329, class K-7 with inside cement mortar lining with spigot and socket ends laid in trenches complete all as specified and as directed at site for the following sizes :-
Note : - (i) Earth work and Joints shall be measured and paid separetely.
(ii) Layout plant shall be given by Engineer-in-Charge to contractor in writing. (iii) DI pipe whole quantity of tender shall be procured by contractor for payment in 1st RAR as material lying at site
-
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80 mm bore
50
-
-
100 mm bore
60
-
-
150 mm bore
80
-
-
200 mm bore
40
-
-
250 mm bore
20
-
-
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