Military Engineer Services Tender
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Costs
EMD
₹ 91,200Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_690523_1Tender No
GE/WS/Token-40 OF 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Drilling of 200 mm (8") bore hole by rotary type method at any depth below soil/rock including disposal of surplus soil to a distance n.exc. 50 mtr complete all as specified and directed.
200
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Note for ser item No 1 to 3:-
(i) The depth of drilling bore shall be upto water table and will be as directed by Engr-in-charge (ii) The rates quoted in above items srl item no 1 is deemed to be inclusive of all T&P equipments and labour required for execution of this item at site including trasportation charge for the said T&P equipments and no extra cost shall be paid for the same. (iii) Location of drilling holes for rain water harvesting (RWH) pits shall be approved by Govt Agencies/Delhi MCD/Delhi Jal Board/CGWB.
(iv) Approval of CGWB for execution of work shall be got carried out by contractor before commencement of work in writing where drilling bore depth of more than 30Rm each. Any cost incurred for approval of points where drilling carried out for RWH shall be paid by contractor and unit rate of the item shall be deemed inclusive all.
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M&L 110 mm internal dia UPVC casing pipe conforming to IS-4985-2000 in 6m length of pressure rating not less than 10Kgs/sq Cm with all necessary fittings including jointing and jointing materials complete all as specified and directed.
350
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M&L 110 mm internal dia UPVC slotted pipe conforming to IS-4985-2000 (SCH-40) having 3mm slots in 2.44 to 3.85 mtr length with male and female end with all necessary fittings including jointing and jointing materials complete all as specified and directed
100
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M&L 160 mm internal dia UPVC casing pipe conforming to IS-4985-2000 (SCH-40) in 6m length of pressure rating not less than 10kgs/sqcm with all necessary fittings including joiting and jointing materials complete all as specified and directed.
150
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M&L 160 mm internal dia UPVC slotted pipe conforming to IS-4985-2000 (SCH-40) having 3mm slots in 2.44 to 3.85 mtr length with male and female end with all necessary fittings including joiting and jointing materials complete all as specified and directed.
50
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M&L 250 mm internal dia UPVC casing pipe conforming to IS-4985-2000 in 6m length of pressure rating not less than 10Kgs/sq Cm with all necessary fittings including joiting and jointing materials complete all as specified and directed.
150
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M&L 250 mm internal dia UPVC slotted pipe conforming to IS-4985-2000 (SCH-40) having 3mm slots in 2.44 to 3.85 mtr length with male and female end with all necessary fittings including joiting and jointing materials complete all as specified and directed.
50
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M&L 200 mm internal dia UPVC casing pipe conforming to IS-4985-2000 in 6m length of pressure rating not less than 10Kgs/sq Cm with all necessary fittings including joiting and jointing materials complete all as specified and directed.
150
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M&L 200 mm internal dia UPVC slotted pipe conforming to IS-4985-2000 (SCH-40) having 3mm slots in 2.44 to 3.85 mtr length with male and female end with all necessary fittings including joiting and jointing materials complete all as specified and directed.
50
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M&L 50 mm internal dia UPVC rain water pipe conforming to IS-4985-2000 in 6m length of pressure rating not less than 6 Kgs/sq Cm with all necessary fittings including jointing and jointing materials complete all as specified and directed.
150
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M&L development of bore well of any bore/ capacity and size not less than 30 mtr deep at the pressure not less than 6Kgs/Sq Cm by diesel engine driven air compressor of capacity 450 CFM including air pipe, transports and connected items for desired flow of rain water into ground all as specified and directed by Engr-In-charge at site .
36
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Supply and filling of pea gravels of size 3mm to 6mm around casing/ housing complete all as specified and directed by EIC. (Note :- Stack measurement of pea gravel shall be measured and entered in MB.)
12
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Supply and filling coarse sand in bottom of recharge chamber 1.5 to 2mm size complete all as per existing site complete all as specified and directed.
(Note :- Stack measurement of coarse sand shall be measured and entered in MB.)
15
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Taking out old/existing coarse aggregate of any size, washing it high pressure water pressure at site and relaying to its original position for easy perculation of rain water into ground all as direcetd.
20
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Supply and filling/topping up coarse aggregate 63mm as screening material complete all as specified and direcetd.
(Note:- Stack measurement of coarse aggregate shall be measured and entered in MB.)
40
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Demolition of brickwork or stone/Boulder masonry built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone work and precast concrete articles etc complete all as specified and as directed.
(Note:- (i) Old U/s brick bats material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (CUM) shall be taken into account and attach with RAR/F Bill)
(ii) Old rubbish shall be removed by contractor at his own expenses and made clear the site.)
105
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M&L brick work with sub class 'B' bricks straight or curved on plan exc 6M mean radius built in cement mortar 1:4 complete all as specified and as directed.
65
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M&L brick work in CM 1:4 using bricks obtained from dismantling item No 16 here-in-before complete all as specified and as directed.
(Note:- Old bricks obtained from demolition shall be used after cleaning and removing of motor).
40
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M&L 15mm thick cement plaster on fair faces of brick work or concrete surfaces in cement plaster 1:6 all as specified and direceted.
450
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M&L 15mm thick cement plaster on other than fair faces of brick work or concrete surfaces in cement plaster 1:4 all as specified and direceted.
150
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De-silting of existing drain of size exc 0.30x0.30 mtr but n.exc.0.75x0.75 mtr and removal of clag/mud, vegetation, garbage, dry leafs etc and removing the same from site to a distance exc. 250mtr but n.exc.500 mtr and depositing as and where directed by Engr-in-Charge.
1200
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Labour for cutting thick bushes, shrubs and tree of girth not exc. 30 cm and removing/depositing the same as and where directed by E-in-C
250
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M&L PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in coping of drain and the like including weathering slightly rounded or chamfered angles and throating as direcetd and finishing the concrete surface with out using extra cement complete all as specified and as directed.
14
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Removing old/broken PCC/RCC covers of any size out side the premises including dismentling of RCC cover for steel scrap complete all as specified and directed.
(Note: Covers shall be measured in complete and no deduction shall be made for perforation.)
7
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M&L pre cast RCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in cover slab inclusive of form work and set in cement mortar 1:4 all as specified and direcetd.
(Note :- TMT bars shall be measured and paid seperately)
7
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Dismantlling of old/broken PCC/RCC covers of any size and any type complete all as specified and as diirected.
(Note:- Old U/s iron scrap material 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)
45
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S&F in replacement of mild steel Framed work such as in grills, grating, angle Iron, MS strip, MS Sheet upto 3 mm, etc with ends of bars, shoulder or revetted or forged into spike frame,guard bars barred iron door,railing frame or similar work and locking arrangement including cutting, drilling , welding and painting with coat of synthetic enameled paint over a coat of redoxide primer after preparation of surface complete all as specified and directed by Engineer-in-charge.
(Note:- Old U/s iron scrap material 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)
4000
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Excavation in trenches not exc.1.5m wide and not exc. 1.5m in depth including getting out in soft/loose/ Hard soil complete all as specified and directed. .
55
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Excavation in trenches exc.1.5m and not exc. 3 m wide and not exc. 3 m in depth including getting out in soft/loose/ Hard soil complete all as specified and directed.
25
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Retuning filling in including spreading, levelling, watering and well ramming in layers not exc. 25Cms complete all as specified and directed.
9
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Removing excavated materials and depositing to a distance not exc 50m where directed at a level not exc 1.5m above from starting point complete all as specified and directed.
71
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Cleaning of roof any size/ any type including removing waste material & vegetation, leaf rubbish etc from top and depositing where directed at a distance not exceeding 250m from starting point complete all as specified and directed.
400
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M&L for mild steel bars TMT bars 12mm dia and over, cut to length, bent to shape quired, 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 deformed bars complete all as specified and directed
230
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M&L mild steel bars TMT bars 8mm to 10mm dia and over, cut to length, bent to shape quired, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips deformed bars complete all as specified and directed
290
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M&L Preparation of newly/old plastered surfaces of walls & applying two coats of apex weather coat paint over a coat of white primer complete all as specified.
400
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M&L for sign board made out of 2mm thick in Radium Paint sheet steel of size 120x90 Cms painted both side with over a coat of red oxide primer and writing both side "Rain water harvesting pit No, GE (U) water supply" and diagram / slogan given by Engr-in-Charge with white/coloured paint over approved painted back ground and embedded in PCC 1:3:6 type C2 of 30cmx30cm x 30 cm at 2 mtr height above ground level complete with stainless steel 50 mm dia pipe stand including taking down old unsv sign board & steel post complete all as directed by Engr-in-Charge. (Note:- Old U/s iron scrap material 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)
19
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M & L for 100 mm dia HDPE pipes of grade PN 10 including taking down old unsv complete all as specified and directed.
(Note:- Old U/s PVC scrap material 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)
12
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S & F of 1000 ltrs PVC tripple layered under ground tank in and including complete all fittings etc including taking down old unsv complete all as specified and directed.
(Note:- Old U/s PVC tank material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in quantity (EACH) shall be taken into account and attach with RAR/F Bill)
3
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S & F of 2000 ltrs PVC tripple layered under ground tank in and including complete all fittings etc including taking down old unsv complete all as specified and directed.
(Note:- Old U/s PVC tank material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in quantity (EACH) shall be taken into account and attach with RAR/F Bill)
5
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Cleaning of existing under ground water tank by taking out mud, sand, aggregate etc complete all as specified and as directed
10
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