Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date13 Jul 2024
Closing Date12 Sep 2024
Tender Amount₹ 46,00,000
Costs
EMD
₹ 92,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_665903_1Bid Award Id
ViewTender No
8200/C/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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M & L for rendering 15 mm thick cement plaster on other than fair faces of brick work or stone masonry surfaces with cement mortar 1:6 finished even and fair complete all as specified and directed.
425
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Demolition of reinforced cement concrete in any position and any description including cutting of reinforcement bars to facilitate demolition complete all as specified and directed.
40
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M&L for providing pre-cast cement concrete landing, cover slabs,chullah hoods,chajjas,shelves and simillar items with plain faces in cement concrete 1:2:4 type B-1 , using 20mm graded stone aggregate and setting in cement mortar 1:6 complete all as specified and directed.
15
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M & L for mild steel TMT bars 10mm dia and over, dia, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
3500
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Dismantling and breaking up SGSW drain pipe or reinforced concrete drain pipes, of 150 mm bore set in cement mortar complete all as specified and directed.
400
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Dismantling and breaking up SGSW drain pipe of 100 mm bore set in cement mortar complete all as specified and directed.
200
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M&L for 200mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars in trenches and jointed in cement mortar 1:1 with spun yarn complete all as specified and directed.
100
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M&L for 150 mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars in trenches and jointed in cement mortar 1:1 with spun yarn complete all as specified and directed.
150
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M&L for Cement concrete bed to drain pipe and packing under haunching against side of pipes after laying in PCC (1:3:6) type C-2 using 40mm graded stone aggregate for 100mm dia SGSW pipe complete all as secified and directed
200
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M&L for Cement concrete bed to drain pipe and packing under haunching against side of pipes after laying in PCC (1:3:6) type C-2 using 40mm graded stone aggregate for 150mm dia SGSW / RCC NP-2 pipe complete all as secified and directed
100
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M&L for 100mm internal dia SGSW drain pipe grade "A" laid in trenches and jointed in cement mortar vcomplete all as specified and directed
200
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M&L for 150mm internal dia SGSW drain pipe grade "A" laid in trenches and jointed in cement mortar complete all as specified and directed
150
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Demolition of cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed
191.25
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M&L for 75 mm thick cement concrete, type C 2, 1:3:6 (using 40 mm graded stone aggregate) as in sub base of floor complete all as specified and directed.
1650
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S & F rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade bedded over 25 mm thick sand cushion including filling the joint with sand including dismantling of old unserviceable interlocking block complete all as specified and directed.
900
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S & F rubber moulded coloured Chequered cement concrete tiles 30cm x 30 cm x 22 mm thick, bedded over and including screed bed 20mm thick in CM 1:6 set and jointed in neat cement slurry and pointed with white cement and pigment including dismantling of existing tiling complete all as specified and directed.
750
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Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed.
208
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Excavation in trenches not exc. 1.50 m wide and exc. 1.50 m but not exc. 3.0 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in soft / loose soil complete all as specified and directed.
9
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Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.
62
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed.
155
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M & L for cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in bed to drain pipes of 200 mm bore including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.
400
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M & L for cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in bed to drain pipes of 150 mm bore including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.
200
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M & L for providing plain cement concrete type B-1, 1:2:4, (using 20 mm graded stone aggregate), as in copings, bed block for embedding hold fasts, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed.
2.63
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M & L for providing plain cement concrete, type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
3.37
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M & L for cutting into existing manhole for connecting new drain, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 75 to 100 mm dia pipe complete all as specified and directed.
14
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M & L for cutting into existing manhole for connecting new drain, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 150 mm dia pipe complete all as specified and directed.
14
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Cleaning of the any type blockage of Nahani trap, Gully trap, Floor trap, manhole of any size and depth in any situation by way of cleaning mechanically or by way of any suitable means including removal of all foreign material and washed throughly to grating of trap, cast iron waste pipes by opening the cleaning eyes of CI pipes and deposition the sludge in newly excavated pits of suitable size at a distance not exceeding 50 meters from the starting point and covering the same with the soil obtained from excavation of pits including all necessary excavation and earthwork including cleaning of sucsessive blocked manhole wherever required and as ordered by Concerned JE / Engineer-in-Charge and keeping the sewage funtional by cleaning trap, WC, soil waste, vent pipe, gully trap and the like upto first manhole Contd......
3450
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with and including taking precaution measure, equipments as required for working in foul conditions with and including plugging to or cleaning manholes and removing the plug after cleaning operation complete all as specified and directed. NOTE: - TEAM "A" All TWO safaiwala as required for attending the complaints in Zone V, VI , VIII & IX shall be equiped with adequate tool and plant such as bucket, cleaning rod, hammer, sewage pump etc. for each working day. Complaints of blockage should be completed within 24 hours, failing which Rs. 200.00 per day for each complain shall be recovered from the contractor's dues. After completion of each working day, cleaning staff alog with contractor or his representative should report to Concerned JE or Engineer-in-Charge for intimation of the completion of previous complaints and obtaining the fresh complaints for next day.
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Cleaning of the any type blockage of Nahani trap, Gully trap, Floor trap, manhole of any size and depth in any situation by way of cleaning mechanically or by way of any suitable means including removal of all foreign material and washed throughly to grating of trap, cast iron waste pipes by opening the cleaning eyes of CI pipes and deposition the sludge in newly excavated pits of suitable size at a distance not exceeding 50 meters from the starting point and covering the same with the soil obtained from excavation of pits including all necessary excavation and earthwork including cleaning of sucsessive blocked manhole wherever required and as ordered by Concerned JE / Engineer-in-Charge and keeping the sewage funtional by cleaning trap, WC, soil waste, Contd......
7250
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vent pipe, gully trap and the like upto first manhole with and including taking precaution measure, equipments as required for working in foul conditions with and including plugging to or cleaning manholes and removing the plug after cleaning operation complete all as specified and directed. NOTE: - TEAM "B"All TWO safaiwala as required for attending the complaints in Zone VII, X & XI shall be equiped with adequate tool and plant such as bucket, cleaning rod, hammer, sewage pump etc. for each working day. Complaints of blockage should be completed within 24 hours, failing which Rs. 200.00 per day for each complain shall be recovered from the contractor's dues. After completion of each working day, cleaning staff alog with contractor or his representative should report to Concerned JE or Engineer-in-Charge for intimation of the completion of previous complaints and obtaining the fresh complaints for next day.
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Removing the manhole covers any size and type, manholes of depth not exc. 3.00 m and taking out liquid, sludge, solid contents from the manhole alongwith cleaning of sewage line of 100 mm dia pipe by manually or mechanically as directed by Engineer-in-Charge as per site requirement including making the same fully functional to the entire satisfaction of Engineer-in-Charge with and including removal of sludge and solid contents outside of the defence land alongwith disposal of the same according to humen hygiene and re-fixing the manhole cover to its original position complete all as specified and as directed. NOTE: - Length of pipe line shall be measured from centre to centre of manhole and cost of the cleaning manhole shall deemed included in the unit rate of this item.
2990
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All as per item No. 32 hereinbefore but for 150 mm bore sewage line complete all as specified and as directed.
6050
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All as per item No. 32 hereinbefore but for 200 to 300 mm bore sewage line complete all as specified and as directed.
5360
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Taking off existing covers of septic tank, soakage well, soak pit, sewage sump or manholes any size and depth and cleaning the same by dewatering the water and taking out complete sludge and other foreign material in liquid, semi liquid, mud, silt or in solid state by manually or mechanically after emptying the water by mechanical pumping after plugging the inlets if required, and removing the sludge to a distance not exceeding 1500 m outside of the defence area and burying the same in newly excavated pits of suitable sizes and covering the same with excavated earth and placing back in position the removed covers and set in cement mortar 1:4 complete all as specified and directed. Contd.....
650
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NOTE: - THE EXCAVATION AND EARTH WORK OF PIT IN ANY TYPE OF SOIL IN DEEMED TO BE INCLUDED IN THE UNIT RATE OF THIS ITEM. NO EXTRA PAYMENT SHALL BE MADE FOR DE-WATERING WHICH SHALL DEEMED TO BE INCLUDED IN UNIT RATE OF THIS ITEM. NETT QUANTITY OF SLUDGE (SOLID CONTENT) AS REMOVED SHALL BE MEASURED AND PAID.
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M&L road/hard standing cutting (bituminous/concrete surface) for crossing of sewer lines etc and making good by providing PCC 1:2:4 type B1 using 20mm graded aggregate 200mm thick including ramming watring etc complete all as specified and directed.
20
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Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks etc, including cleaning or refixing or removal to stores (measured overall as fixed along the centre line over fittings and accessories complete all as specified and directed.
310
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S&F 75 mm bore PVC (SWR) pipes single socketed , in any length with rubber ring joints fixed to floor or walls with MS clamps etc complete all as specified and directed.
110
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S&F PVC (SWR) bends , "T" or "Y" and junction any radius of bore 75 mm complete all as specified and directed.
24
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S&F 110 mm bore PVC (SWR) pipes single socketed , in any length with rubber ring joints fixed to floor or walls with MS clamps etc complete all as specified and directed.
200
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S&F PVC (SWR) bends , "T" or "Y" and junction any radius of bore 110 mm complete all as specified and directed.
35
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M & L for R C C Type B1 1:2:4 (20 mm graded aggregate) Slabs supported on walls, beams and columns in floors, roofs, andings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
25
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M & L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick complete all as specified and directed.
250
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Notes:- Tenderers may note that amount as given in schedule of credit will be deducted from the total amount to worked out the net contract sum at the time of Acceptance of tender.
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