Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date22 Jul 2024
Closing Date17 Sep 2024
Tender Amount₹ 4,18,00,000
Costs
EMD
₹ 4,93,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Summary
801515/e8 Provision Of External Services To Sewage Treatment Plant Including Addn/altn To Vintage Sewage Lines At Af Station Tambaram
Description
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Contact
Tender Id
2024_MES_667247_1Bid Award Id
ViewTender No
801515/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
Removing excavated material/ soil to a distance exceeding 250m and not exceeding 500m and depositing where directed at a level not exceeding 1.5m above the starting point all as directed. (Site clearance-391cum), (PCC Drain-161.76cum)&(Compound wall/Fencing&Gate-41.60cum)
594.36
-
-
SCH 'A' PART-II (ROAD/PATH) Surface excavation not exceeding 30cm deep and averaging 30cm deep and getting out in hard/dense soil all as specified and directed.
654.5
-
-
Surface dressing n exc 15 cm deep in soft/loose soil all as directed.
280.5
-
-
Rolling and consolidating formation surfaces in cutting using 8 to 12 tonne power roller all as specified and directed.(Qty Road-65.45 & Miscellaneous work-30)
95.45
-
-
M & L for Soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber of spread thickness 200 mm all as specified and directed
65.45
-
-
M&L for Water bound macadam 150 mm (consolidated thickness) in two layers of 7.5 cm thick each layer with coarse granite aggregate of grading 2 (63 to 40 mm size) spread, rolled and consolidated using 8 to 10 tonne capacity power roller to required gradient and camber all as specified and as directed.
65.45
-
-
M&L for 50mm sand filling and spreading and levelling to a levelled surface over WBM surface for path way all as specified and as directed. (Road-32.73cum)&(Miscelleneous work-7.50cum)
40.23
-
-
M & L for Machine pressed Precast Concrete interlocking Paver block any shape and size conforming to IS 15658-2006 of 80mm thickness, M-40 grade with grey cement and with pigments all as specified and directed.(Road-654.50Sqm)&(Miscelleneous work-300Sqm)
954.5
-
-
M & L for supply, spreading and levelling with moorum/red bajri in berms 100mm thick (spread thickness) consolidating using hand roller 0.20 tonne to 0.50 tonne capacity to rquired gradient and camber for road berms all as directed
28.05
-
-
M&L for Removing excavated surplus soil to a distance exceeding 1.5Km and not exceeding 5Km and depositing where directed.
196.35
-
-
M&L for Plain cement concrete 1:3:6 type C1 using 20mm graded stone aggregate,set in CM(1:6) as in coping,precast kerb stones etc including weathering slightly rounded or chamfered angles and throating including necessary form work all as directed.(Road-42.08cum)&(Compound wall-0.10cum)
42.18
-
-
SCH 'A' PART-III (PCC DRAIN) Excavating over areas, n exc 1.5 m deep and getting out in hard/dense complete all as directed.
187.88
-
-
M&L for plain cement concrete 1:3:6 type C2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete.(Compound wall-11.25cum),(PCC Drain-30.76cum)&(Sewage Disposal-197.08cum)
239.09
-
-
M&L for Pre cast cement concrete block masonry with solid block in PCC 1:3:6 type C1 using 20mm graded stone aggregate exc 10cm width and setting in cement mortar 1:4 complete all as specified and as directed(.PCC Drain-64.43cum)&(Sewage Disposal-618.22cum)
682.65
-
-
M&L for Plain cement concrete 1:2:4, type B1 using 20mm graded stone aggregate as in coping / benching concrete in manholes including necessary including necessary form work all as specified and as directed.(PCC Drain-5.70cum)&(Miscelleneous work-1.52cum)
7.22
-
-
M&L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cementwith water proofing compound @2% by weight opf cement all as directed.Note: WPC shall be measured and paid for separately. (PCC Drain-270sqm),(Compound wall-7.98sqm),(Sewage Disposal-502.20sqm)&(Miscelleneous work-72sqm)
852.18
-
-
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in hard/dense soil all as specified and directed.(PCC Drain-26.12cum),(Compound wall-126.93cum),(Sewage Disposal-6250.97cum)&(Ext water supply-241cum)
6645.02
-
-
Extra for forming fair finished drain or channel 30cm inner girth in cement concrerte using extra cement including forms, moulds, mitred/stopped ends etc complete all as specified and directed.(PCC Drain-150Rm),&(Sewage Disposal-461.1Rm)
611.1
-
-
SCH 'A' PART-IV (COMPOUND WALL/FENCING&GATE) Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth, for foundations, etc. and getting out in hard/dense soil all as directed.(Compound wall-161.19cum)&(Ext water supply-245cum)
406.19
-
-
M&L for plain cement concrete 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed.
0.43
-
-
M&L for Reinforced cement concrete (design mix) M-30 in Foundations, including rafts, footings, foundation, beams, plinth beams, bases for columns, etc complete all as specified and directed.(Compound wall-33.35cum)&(Sewage Disposal-162.54cum)
195.89
-
-
M&L for Reinforced cement concrete (design mix) M-30 as in columns,pillars, piers,posts and struts etc complete all as specified and directed.
23.59
-
-
M&L for Reinforced cement concrete (design mix) M-30 as in beams, cantilevers,bressummers, lintels over 1.5m span complete all as specified and directed.
12.8
-
-
M&L for Form work to sides of concrete foundation footings and plinth beams etc for rough finished flat surfaces complete all as specified and directed.(Compound wall-228.84sqm)&(Sewage Disposal-209.19sqm)
438.03
-
-
M&L for Form work to sides of pillars,posts, struts, piers, column for fair finished flat surfaces complete all as specified and directed.
357.15
-
-
M&L for Form work to sides and soffits of floor or roof beams, beam haunchings,girders, bressummers,
lintels, cantilevers, shelves etc for fair finished flat surfaces complete all as specified and directed.
153.6
-
-
M&L for providing precast cement concrete jallies,60mm thick (measured solid) 1:2:4,type B0, set in cement mortar1:4 including all mouldings but excluding frame complete all as specified and directed.
216.32
-
-
M&L for CRS TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.(Compound wall-4214.04Kg)&(Sewage Disposal-52168.20Kg)
56382.24
-
-
M&L for CRS TMT bars 5mm dia and over and upto and including 10mm dia in stirrups, spacers and binders, 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 clips complete all as specified and directed.
1347.42
-
-
S & F framed work as in door or gates of angle or other sections with gusset plates, rails, braces etc complete, drilled for fixing of steel sheeting etc and prepared for hanging or sliding with and incl either hook and hinges with locking arangement etc (Fe-410-W,Gde-250 quality B) (exclusive of steel sheeting or other covering,running rails and guides)complete all as directed.
262.8
-
-
S & F MS bands, straps,supports or stays for rainwater,ventilating pipes including bolts, if required,hooks(stay),heavy,for large gates,hook and pintle hinges large hasps and staples, chains,hand made sliding bolts, clamps,hold fasts, wall ties, hooks for hanging fans, plain angle cleats for securing purlins to wood trusses or rafters, knee piece inserts,two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 all as directed.
5.06
-
-
M&L for preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer all as specified and directed.
5.04
-
-
M&L for preparation of newly plastered surfaces and applying two coats of cement base paint over a coat of suitable primer on walls complete all as specified and directed.
1051.98
-
-
SCH 'A' PART-V (SEWAGE DISPOSAL) Excavation over areas n. exc 1.5m deep and getting out in soft/loose soil complete all as specified(Compound wall-7.37Cum)&(Sewage Disposal-510.97Cum)
518.34
-
-
Excavation over areas exc 1.5m and not exc. 3m deep and getting out in hard/dense soil
942.8
-
-
Excavation over areas exc 3m and not exc. 4.5m deep and getting out in hard/dense soil
2254.32
-
-
Excavation over areas exc 4.5m and not exc. 6m deep and getting out in hard/dense soil
637.26
-
-
Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundations, shafts, wells cess pits etc., and getting out in soft/loose soil all as specified and as directed.
2379.96
-
-
Excavating in trenches, not exceeding 1.5m wide and exceeding 1.5m but not exceeding 3m in depth for foundations, shafts, wells cess pits etc., and getting out in hard/dense soil all as specified and as directed.
3307
-
-
Description all as per item No 42 here-in-before but exc 3m and not exc 4.5m in depth
1364.65
-
-
Description all as per item No 42 here-in-before but exc 4.5m and not exc 6m in depth
1029.35
-
-
M & L for plain cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate as in concrete bed to drain pipes including packing under and haunching against the sides of pipes with concrete after they are laid and tested for 150ID/172ODmm dia DWCPE pipe complete all as specified and directed.
9676.6
-
-
M & L for plain cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate as in concrete bed to drain pipes including packing under and haunching against the sides of pipes with concrete after they are laid and tested for 200ID/232ODmm dia DWCPE pipe complete all as specified and directed.
371.2
-
-
M & L for plain cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate as in concrete bed to drain pipes including packing under and haunching against the sides of pipes with concrete after they are laid and tested for 250ID/288.6ODmm dia SWR pipe complete all as specified and directed.
268.8
-
-
M & L for 150ID/170OD mm dia DWCPE SN-4 pipes single socketed in length with joints laid in trenches or in floors complete all as specified and directed.
9851.2
-
-
M & L for 200ID/232OD mm dia DWCPE SN-4 pipes single socketed in length with joints laid in trenches or in floors complete all as specified and directed.
378.4
-
-
M & L for 250ID/288.6OD mm dia DWCPE SN-4 pipes single socketed in length with joints laid in trenches or in floors complete all as specified and directed.
274.2
-
-
Removing excavated material/ soil to a distance exceeding 1.5Km and not exceeding 5Km and depositing where directed .
1830
-
-
M & L for plain cement concrete M-15 nominal mix,B2 using 40 mm graded stone aggregate as in foundation of manholes, filling and mass concret all as specified and directed.
233.92
-
-
M&L for PVC water bar in RCC jointing work complete all as specified and directed by Engr-in-Charge.
492.88
-
-
M&L for Reinforced cement concrete (design mix) M-30 in walls,retaining walls,basement walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters and buttresses all as specified and directed.
275.54
-
-
M&L for Reinforced cement concrete (design mix) M-30 in slabs supported on walls,beams and columns in floors,roofs, landings, balconies,canopies, deck slabs and in shelves and the like complete all as specified and directed.
20.64
-
-
M&L for Form work to faces of walls,retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses,etc.,for fair finished surfaces complete all as specified and directed.
1538.54
-
-
M&L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work,not exceeding 200mm thick (Horizontal or sloping) as fair finished flat surfaces complete all as specified and directed.
205.54
-
-
M&L for MS round bar FE-410W(Gde.E-250)Part-I, quality A in rungs, cut to length, bent to shape required, including cranking, bending complete all as specified and directed.
1019.1
-
-
M&L for two coats of thixotropic epoxy adhesive Nitco Bond@ 1.0ltr/sqm of 1mm thickness in RCC joint work complete all as specified and directed.
385
-
-
S&F SFRC heavy duty cover of dia 560mm(clear span) with frame 900mm outer to outer for manholes for following specification as per IS 12592(2002) ,Make high tech concrete complete all as directed:- (a) FI 90x1.35mm thick outer cover (b) 4mm TMT wire mesh(core wire) with hook 4mm (c) 8mm TMT bar@100mm C/C at bottom (d) 10mm TMt bar@100mmC/C at top (e) 16mm TMT bar for flushed handles (f) RCC M35 design mix concrete, outer cover/collar of metal sheet 1.4mm and width 90mm complete all as directed
383
-
-
M & L for rendering 20mm thick with WPC in cement mortar 1:3 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement all as specified and directed.(WPC shall be measured and paid for separately under relevant item) .
1319.98
-
-
Supply only liquid water proofing compound.(Miscelleneous work-13.36ltr)&(Sewage Disposal-80ltr)
93.36
-
-
M&L for plain cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in surface channels and drains all as specified and directed.
72.22
-
-
M&L for construction of automatic flushing tanks of size 1100mmx1100mmx1200mm complete all as specified and as shown on drawing No AFB/TD/98 sheet 1/1 dated 30/03/1998
30
-
-
SCH 'A' PART-VI (EXTERNAL WATER SUPPLY )Removing excavated surplus soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point all as directed.
4
-
-
M&L for plain cement concrete 1:4:8 type D2 using 40 mm graded stone aggregate for PCC thrust blocks/stand post support and platform etc complete all as specified and directed.
5
-
-
Supply,fixing and laying 50 mm dia galvanised iron pipes medium grade,ISI marked including all fittings such as bends,tees,clamps,check nuts,union etc complete laid in trenches/laid under floor etc all as specified and as directed. Note: Excavation/earthwork shall be measured and paid for separately under relevant item.
1840
-
-
S & F Gun metal gate valve of 50mm dia,non rustable spindle with cast iron wheel head, ISI Marked screwed both ends for GI pipe and fixed all as specified and directed.
60
-
-
M&L for cutting existing 50mm bore GI pipe and taking of 50mm dia branch connection and including inserting of new tee(50x50x50mm)size,union etc. as required at site all as directed.(Excavation and earthwork shall be measured and paid under relevant items)
25
-
-
M&L for cutting existing CI pipe line upto 150mm dia and taking branch connection with 50mm bore GI pipe line by inserting CI specials like tees,collars,reducers etc as required at site all as directed.(Excavation,earthwork,CI specials shall be measured and paid under relevant items)
5
-
-
M&L cast iron fittings ISI marked such as Bends (any type, radius and angle) tapers any type,(straight, bend, increasing,decreasing or double socket etc.)Tee pieces single branch. "Y" junction, double branch, cross
(all sockets or socket and spigot)collars, caps and plugstail pieces confiriming to IS 1538/1993 complete for pipe dia upto 150mm bore all as specified and directed.
200
-
-
M&L run lead joint including all necessary jointing materials like lead spun yarn etc for the CI pipe size 150mm dia all as specified and directed.
10
-
-
M&L run lead joint including all necessary jointing materials like lead spun yarn etc for the CI pipe size 100mm dia all as specified and directed.
10
-
-
M&L run lead joint including all necessary jointing materials like lead spun yarn etc for the CI pipe size 80mm dia all as specified and directed.
5
-
-
M&L for cutting of existing road/floor for taking out/laying of CI/GI pipe line including necessary earthwork, excavation and making good to match with existing surface with PCC 1:4:8, type C2 using 40mm graded stone aggregate complete all as specified and directed.
30
-
-
Material and labour for construction of valve chamber of internal size 600 x 600 x 600mm deep(Internal dimensions) with masonry built in cement mortar 1:6 & 150mm thickPCC foundation in cement concrete 1:4:8 type D2 and cement sand mortar 1:6 for rendering/ plastering 15mm thick, 50mm thick PCC 1:3:6 type C1 coping, including provision of 3 mm thick MS sheet cover with necessary locking arrangement embedded in PCC coping and painted with two coats of synthetic enemel black paint over a primer coat of zinc chrome including necessary excavation and earth work in hard/dense soil etc including removal of surplus soil and rubbish n. exc 50m distance,including demolition of old valve chambers complete all as specified and as directed.
30
-
-
SCH 'A' PART-VII (MISCELLENEOUS WORK) Demolition of brick work or stone/boulder masonry built in cement mortar or cement lime mortar all as directed.
8.28
-
-
Demolition of slabs and tiles of any description or thickness in floors, approns etc laid beded and pointed in any mortar all as specified and directed.
420
-
-
Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level). all as specified and directed.
18
-
-
M & L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate, 75mm thick as in road cutting to match the surface to the existing road complete all as specified and directed.
120
-
-
M & L for Soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber of spread thickness 150 mm all as specified and directed
30
-
-
M & L for 100mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in floor/path finished fair and even all as directed.
420
-
-
M&L for chequered cement concrete tiles of size 30cm x 30cm x25mm thick, with grey cement and pigment set, jointed and pointed in neat cement slurry in floors over 15mm thick screed bed in CM 1:4 complete all as specified and directed.
120
-
-
M & L for Brick work with sub class 'B' old size bricks, straight or curved on plan exceeding 6 m mean radius built in CM 1:4 all as specified and directed.
8.28
-
-
NOTE:- (a) Quantities of similar items of various schedules of BOQ have been clubbed together and the breakdown of the quantities have been mentioned in the relevant items (b) Parts to which Sch'A' is divided is for purpose of information/Guidance only
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