Military Engineer Services Tender
View complete overview of Uttarakhand MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date30 Sep 2024
Closing Date23 Oct 2024
Tender Amount₹ 10,00,000
Costs
EMD
₹ 20,000Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Repair To Sewage Lines Manholes Septic Tanks Etc And Misc External Services To All Md Otm Accn At Aemara Under Ge Ronikaet
Description
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Contact
Tender Id
2024_MES_677335_1Bid Award Id
ViewTender No
GE/RKT/50 OF 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
Cleaning of blocked sewage lines (SGSW/RCC/CI PIPES) 150MM/200MM bore dia systematically using necessary tools mechanically and/or manually such as by rodding, passing rope knots, bamboo fanti and disc of required size (with safety measure such as dirt and gas etc), flushing the pipe well with water till clear flow of sewage from both side between two adjacent manhole of any depth from both side sludge in semi liquid stage including all water effluence etc and removing all materials from site of work upto a distance not exceeding 50m and depositing in earth pit of suitable size including supply and sprinkling bleaching powder and covering sludge with earth after removal of blockage etc complete all as speicified and directed.
350
-
-
Taking off existing covers of septic tank / Soak well / soak pit & cleaning the same of any size / capacity by dewatering and taking out sludge in liquid, mud, silt or in solid state after emptying the water by manual or by mechanical means and removing the sludge to a distance not exceeding 50 m and burying the sludge in newly excavated pits of suitable sizes and covering the same with excavated earth and placing back in position the removed covers complete all as specified and directed.
Notes :- 1. The excavation and earth work of pit in any type of soil in deemed to be included in the unit rates of these items.
2. No extra payment shall be made for de-watering which shall deemed to be included in unit rates of these items. Net quantity of sludge as removed shall only be measured and paid.
150
-
-
Supply & Fixing in repairs plain, galvanised, mild steel sheeting, cover with suitable nos of spikes on top of cover for rotational moulder polythene water storage tanks of 500 litre / 1000 liters capacity including necessary securing and locking arrancement with nuts, bolts, hasp staple and washers complete all as specified and directed.
30
-
-
S & F in repairs 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls including necessary iron clips fixed with screws / nails complete all as specified and directed.
100
-
-
S & F in repairs 110 mm bore PVC bends in any radius diminishing piece or taper (larger bore measured) complete all as specified and directed.
25
-
-
S & F in repairs 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls including necessary iron clips fixed with screws / nails complete all as specified and directed.
80
-
-
S & F in repairs 75 mm bore PVC bends in any radius diminishing piece or taper (larger bore measured) complete all as specified and directed.
20
-
-
Cleaning and removing all scale and dirt, etc and form mouths of circulating pipes, etc and hoisting or reconnecting and re-fixing in position after cleaning tanks of capacity exc 250 liters & n exc 500 liter complete all as specified and directed.
45
-
-
Cleaning and removing all scale and dirt, etc and form mouths of circulating pipes, etc and hoisting or reconnecting and re-fixing in position after cleaning tanks of capacity exc 500 liters & n exc 1000 liter complete all as specified and directed.
25
-
-
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 hard / dense soil complete all as specified and directed.
33.6
-
-
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar of 150mm dia in foul condition including removing the debris to distance not exc. 50 m and depositing where directed
80
-
-
M & L for 150 mm bore salt glazed stoneware drain pipes grade 'A' laid in trenches and jointed in cement sand mortar 1:1 with spun yarn complete all as specified and directed.
80
-
-
M & L for cement concrete 1:3:6, type C-2 (using 40 mm graded crushed stone aggregate) as in bed to drain pipes of 150 mm bore including packing under and haunching against the side of pipe after they are laid and tested complete all as specified and directed.
80
-
-
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in hard / dense soil complete all as specified and directed.
23.04
-
-
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.
10.56
-
-
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and direcred
19
-
-
M & L for cement concrete 1:3:6 type C-2, using 40 mm graded crushed stone aggregate as in surface channel or drain complete all as specified and directed.
7.74
-
-
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.
2
-
-
M & L for providing pre-cast cement concrete landing, cover slabs, chulla hoods, chajjahs, shelves and similar items with plain faces in cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate and setting in cement mortar 1:4 complete all as specified and directed.
2
-
-
M & L for mild steel TMT bars 6 to 8 mm 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.
100
-
-
Demolition of precast PCC block masonry / brick work or stone / boulder masonry including all quions, arches, pillars, etc built in cement mortar or cement lime mortar complete all as specified and directed.
4
-
-
M & L for providing plain cement concrete, type D-2, 1:4:8 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
0.5
-
-
M & L for brick work with sub class 'B' old size bricks straight or curved on plan exc, 6.00 m mean radius built in cement mortar 1:6 complete all as specified and directed.
4
-
-
M & L for providing plain cement concrete type B-1, 1:2:4 (using 20 mm graded crushed stone aggregate) as in coping, 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.
0.2
-
-
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 (1/2 round or 3/4 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.
5
-
-
Taking down cement or cement lime plaster from brick work or stone wall etc. including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and directed.
150
-
-
M & L for rendering 15mm thick in CM 1:4 fair faces of wall surfaces of brick work or concrete surfaces rendering is to be finished even and smooth without using extra cement complete all as specified and directed.
180
-
-
M & L preparing newly plastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified and directed.
150
-
-
Demolition of cement concrete (un-reinforced) in ground floor and paving not exc. 15 cm thick (below or above ground level) complete all as specified and directed.
11.5
-
-
M&L for 75mm thick PCC 1 : 3 : 6 type C-2 (using 40 mm graded stone aggregate) as sub floor or sub base or similar work including necessary form work complete all as specified and directed.
155
-
-
M& L for 40mm thick PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in floors and finishing the top surfaces even and smooth using with extra cement complete all as specified and directed.
100
-
-
M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
2.2
-
-
M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified by Engr-in-charge.
55
-
-
M&L for PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in coping /kerbing/Side of interlocking/flooring/hardstanding etc.including weathering and throating including necessary form work etc.complete all as specified and directed.
3
-
-
S & F in repair 15 mm bore ball brass valve, high pressure, with polythene float and fly nut complete screwed for iron pipe or brass ferrule complete all as specified and directed.
25
-
-
S & F in repair 20 mm bore ball brass valve, high pressure, with polythene float and fly nut complete screwed for iron pipe or brass ferrule complete all as specified and directed.
15
-
-
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