Military Engineer Services Tender

M&L cleaning of semi under ground sump by an approved cleaning agency single time each sump in 06(six) month of storage capacity of water 2.00 lacs to 2.25.00 lacs gallons throughly by removing mud silt, vegatation, shurbs leafs and grits etc complete all as specified and as directed by Engineer-in-Charge. (Note:- Date of cleaning, name of contractor and name of Engineer-in-Charge shall be mentioned in 3mm thick steel plate of size 300x300mm duly painted with black syenthetic enamel paint on white shade base. Cost deemed to be included in quoted unit rate.)

M&L cleaning of semi under ground sump by an approved cleaning agency single time each sump in 06 (six) month of storage capacity of water 1.00 lacs to 1.25 lacs gallons throughly by removing silt, vegatation, shurbs leafs and grits etc complete all as specified and as directed by Engineer-in-Charge (Note:- Date of cleaning, name of contractor and name of Engineer-in-Charge shall be mentioned in 3mm thick steel plate of size 300x300mm duly painted with black syenthetic enamel paint on white shade base. Cost deemed to be included in quoted unit rate.)

M&L cleaning of semi under ground sumps by an approved cleaning agency single time of each sump in (06) six months I.e. quarterly of storage capacity of water 0.40 lacs to 0.50 lacs gallons throughly by removingmud silt, vegatation, shurbs leafs and grits etc complete all as specified and as directed by Engineer-in-Charge. (Note:- Date of cleaning, name of contractor and name of Engineer-in-Charge shall be mentioned in 3mm thick steel plate of size 300x300mm duly painted with black syenthetic enamel paint on white shade base. Cost deemed to be included in quoted unit rate.)

M&L cleaning of semi under ground sumps by an approved cleaning agency single times of each sumps in 06(Six) months i.e. quarterly of storage capacity of water 0.25 lacs gallons throughly by removing mud silt, vegatation, shurbs leafs and grits etc complete all as specified and directed. (Note:- Date of cleaning, name of contractor and name of Engineer-in-Charge shall be mentioned in 3mm thick steel plate of size 300x300mm duly painted with black syenthetic enamel paint on white shade base. Cost deemed to be included in quoted unit rate.)

M&L cleaning of overhead Reservoir internally & externally by an approved cleaning agency of any height, storage capacity of water 2.00 lacs to 2.50 lacs gallons throughly by removing mud silt, vegatation, shurbs leafs and grits etc complete all as specified and directed. (Note:- Date of cleaning, name of contractor and name of Engineer-in-Charge shall be mentioned in 3mm thick steel plate of size 300x300mm duly painted with black syenthetic enamel paint on white shade base. Cost deemed to be included in quoted unit rate.)

M&L cleaning of overhead Reservoir internally & externally by an approved cleaning agency of any height, storage capacity of water 1.00 lacs gallons throughly by removing mud silt, vegatation, shurbs leafs and grits etc complete all as specified and directed. (Note:- Date of cleaning, name of contractor and name of Engineer-in-Charge shall be mentioned in 3mm thick steel plate of size 300x300mm duly painted with black syenthetic enamel paint on white shade base. Cost deemed to be included in quoted unit rate.)

M&L cleaning of overhead Reservoir internally & externally by an approved cleaning agency of any height, storage capacity of water 0.40 lacs to 0.50 lacs gallons throughly by removing mud silt, vegatation, shurbs leafs and grits etc complete all as specified and directed. (Note:- Date of cleaning, name of contractor and name of Engineer-in-Charge shall be mentioned in 3mm thick steel plate of size 300x300mm duly painted with black syenthetic enamel paint on white shade base. Cost deemed to be included in quoted unit rate.)

Notes for Item No 1.01 & 1.09 :- Rates quoted shall deemed to includes for followings:- (i) Dewatering (mechanized), cleaning inner surfaces of UG Sump and overhead reservoir complete by scrapping with steel wire brushes, high pressure cleaning and vacuum cleaning, removing mud, sludge collected inside the tank manually and shifted to out side MOD land as directed by EIC in closed container. (ii) Cleaning of external surface of over head reservior including stem, coloumns, beams, bottom of domes slab, top of dome slab and removing of vegetation/shurbs including filling of cracks by cement slurry etc complete and make goods as per existing finish / shade / colour as directed by EIC. (iii) Washing with clean water, Anti-bacterial spray, UV radiation & bleaching powder or with high strength calcium chloride mixture thoroughly internally, including writing capacity of sump, cleaning date & due date of cleaning with black synthetic enamel paint as per existing pattern. (iv) Payment of unit shall be made when numbers of cleaning of each tank shall be done completely as per periodicity and rubish/sludge/dust/dirt/garbage removed from site. (v) Photographs before cleaning of UG sumps & reservoir shall be taken stage wise when work started/commenced, scaffolding fixing for cleaning removing of mud silt vegetation, shurbs, leafs from bottom of UG sump/overhead reservior tank and washing stage & fixing of name plate stage etc shall be taken and submit alongwith RAR Payment. (vi) Cleaning agency will be approved by GE randomly among several names produced by contractor and recommended by Eng-in-Charge accordingly to the previous performance of reputed agency.

Material and labour for Cleaning of following Capacity STP sewage and Removing of Settle Down Sewage Sludge cum mud of Bar Screen Chamber pit, Oil & Grease trap tank, unit chamber, equalisation tank, MBBR-1, MBBR-2 Tank, SBT Tank,Tube Settler tank, Filter feed tank, Treated water tank. including cleaning of choked MS pipes, SS riser pipes, air diffusers in equalisation tank,tube settler and MBBR tanks and refixing the same on quarterly basis and ensuring proper running of whole plant to the entire satisfaction of Engr-in-Charge. Note : (i) Cleaning of internal surface of STP and removing of vegetation/shurbs, silt including filling of cracks by cement slurry etc complete and make goods as per existing finish / shade / colou as directed by EIC. (ii) Washing with clean water, Anti-bacterial spray, UV radiation & bleaching powder or with high strength calcium chloride mixture thoroughly internally, including writing capacity of sump, cleaning date & due date of cleaning with black synthetic enamel paint as per existing pattern. (iii) Payment of unit shall be made when numbers of cleaning of each tank shall be done completely as per periodicity and rubish/sludge/dust/dirt/garbage removed from site. (iv) Photographs before cleaning of STP's work shall be taken stage wise when work started/commenced, scaffolding fixing for cleaning removing of mud silt vegetation, shurbs, leafs from bottom of STP tank reservior tank and washing stage & fixing of name plate stage etc shall be taken and submit alongwith RAR Payment. (v) cleaning agency will be approved by GE randomly among several names produced by contractor and recommended by Eng-in-Charge accordingly to the previous performance of reputed agency.

STP 100 KLD to 160 KLD

STP 650 KLD

Labour only for Fixing/Laying of PP-R (Polypropylene random copolymer concealed pipes SDR 7.4 (PN-16 UV stabilized and antimicrobial fusion welded) including all fittings in old/new positions in trenches/wall/floor complete and making good the distributed surfaces as per existing as directed of following sizes. (Note:- (i) Excavation and earth work will be measured and paid separately. (ii) PP-R Pipes will be issued 'free for fixing' under Sch 'B'.)

25 mm dia

50 mm dia

110 mm dia

Supply & Fixing PP-R Gate valves (brass insert) as per requirement of the site of following sizes.

25 mm bore

50 mm bore

M&L including jointing & testing Cast Iron Sluice Valve of sizes as under, ISI Marked, flanged ends drilled pressure rating PN-1.0, 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)

80 mm bore

100mm bore

150mm bore

200mm bore

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)

80 mm bore

100mm bore

150mm bore

200mm bore

Supply and Fixing in replacement of CI Foot valve of following size , Flanged ends, Swing type opration with rubber sheet as per IS-4038 including taking out unserviceable of following sizes complete all as specified and directed by Engineer-in-Charge. Note (i) :- Flanged joints complete with jointing material shall deemed to be included in the unit rate of this items. (ii) Old unserviceable material shall be taken on charge and enter in demolition / salvage register in 'EACH' and attach the same page of salvage register with each RAR.)

80 mm bore

100 mm bore

150 mm bore

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)

M&L painting two coat of synthetic enamel paint as per existing pattern on pipe surface/header connection including preparation of surfaces by scratching and removing the rust, applying one coat red oxide primer complete all as specified and as directed

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 including taking down of existing MS pipe complete all as directed by Engr-in-Charge. Note:- (i) MS Flanges and Flange joints complete with jointing materials shall be measured and paid separately. (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 (KG) shall be taken into account and attach with RAR/F Bill)

80 mm dia

100 mm dia

150 mm dia

200 mm dia

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)

80 mm bore

100 mm bore

150 mm bore

200 mm bore

Supply and installation of flanged ends strainer/dirt box, PN-1.0 with stainless steel mesh suitable for water meter for potable water supplies on up stream of water meter to avoid foreign material entering into meter including taking out unserviceable of following sizes complete all as specified and as directed at site by the Engineer-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)

80 mm bore

100 mm bore

150 mm bore

200 mm bore

Supply and installation of flanged ends Water Meter woltman type, including testing and making good connection with flanged ends, with gasket rubber sheet and nut & bolts etc ISI Marked fixing in horizontal/incline/vertical position, including taking out unserviceable of following sizes complete all as specified and as directed at site by the Engineer-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)

80 mm bore

100 mm bore

150 mm bore

200 mm bore

Demolition of brick work or stone/boulder masonry built in cement mortar including all quoin jambs pillars etc complete all as specified and directed. (Note:- Old U/s material through at low laying area being worthless).

M&L Brick work in CM (1:4) with sub class 'B' bricks above ground level and 6m mean radious and not exc. 1.5 meter in height from ground level including footing complete all as specified and directed

M&L rendering 10 mm thick plaster on brick work/concrete surface in cement mortar (1:4) finished even and smooth without using extra cement complete all as specified and directed.

M&L removing weeds and wild grass inside the installations using chemical spray and trimming trees and unwanted plants using petrol operated Tree/Grass cutting tools and dressing of the surface by scrapping high patches and filling low patches with the scrapping soil to give an even and neat look to the site and disposing off all the unwanted grass, bushes and debris complete all as specified and directed by the Engineer-in-Charge.

Excavation in trenches not exc 1.5 metres wide and not exc1.5 metres deep for pipe line in soft/loose soil, getting out and levelling of bottom surface to required level all as specified and as directed by Engineer-in-Charge

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

Removal of excavated material from site to a distance not exceeding 50 meters away and depositing where directed at a level not exceeding 1.5 meters above the starting point as directed by Engr-in-Charge.

Taking up GI/CI/DI/MS/Cemented Pipes including all fitting of the following sizes complete all as specified and directed:- (Note:- Old U/s material like DI/CI pipe & fittings obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (KG) shall be taken into account and attach with RAR/F Bill)

100 mm bore

150 mm bore

Supply, laying jointing, testing DI pipe with class-K-7 spigot socketed ends , conforming to IS-8329 laid in trenches including providing route indicators of suitable height and laying at spacing of @ 50m center to center at GL mentioning name of contractor, date of execution & CA No with name of work route indicators of the following sizes complete all as specified and directed by Engineer-in-Charge. Note 1: - Excavation & earth work shall be measured and paid seperately under respective items of BOQ. Note 2:- Contractors will provide route indicators mild steel body with top 150 mm plate 3mm thick and height not less than 300mm above finished GL at suitable intervals as directed by EIC. Cost of route indicators shall be deemed included in quoted unit rates. Note3:- DI pipe whole quantity of tender shall be procured by contractor in one time from the authorised dealer of approved make and PV's, MTC & e-way bill will produced by contractor during payment of 1st RAR as material laying at site. Note4:- Piece meal site for laying of pipe shall be given by EIC and contractor arrange to transport the DI pipe accordingly at his own arrangement. No any additional payment for transportation will be given to contractor. Contractors are requested to quote rate accordingly. Note5:- Layout plan for laying of DI pipe shall be given by EIC in writing.

100 mm bore

150 mm bore

Material and labour for Rubber Gasket Joint (Tyton Joint) including jointing material for DI/CI 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 numbers (EACH) shall be taken into account and attach with RAR/F Bill)

100 mm bore

150 mm bore

M&L for DI specials like MJ Collars bends, tapers any type any radius and angle, Tee pieces single branch `Y' junction, double branch, cross (all sockets or socket and spigot) collars, DI connecting pieces one end flanged and other end spigot/socket, reducers/bell mouth pieces one end flanged and other end tapering as bell mouth for the size up to 250 mm dia bore including taking out old pipe fittings complete all as specified and directed. (Note:- Old U/s material DI fittings obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (KG) shall be taken into account and attach with RAR/F Bill)

M&L for fabrication (welding work) of MS Header of any size upto 300 mm MS pipe at various pump house for arresting leakages on header all as specified and directed.