Military Engineer Services Tender

All as per Srl item No 1 here-in-before, but raw water tank No.3 ,complete all as specified and directed by Engineer-in-Charge.

All as per Srl item No 1 here-in-before, but raw water tank No.4 ,complete all as specified and directed by Engineer-in-Charge.

All as per Srl item No 1 here-in-before, but having top plan size 43 m x 43 m bottom plan size 38.60 m x 38.60 m and depth 3.00 m, but raw water tank Nos 5 & 6 of storage capacity 10 Lacs gallons, complete all as specified and as directed by Engineer-in-Charge.

All as per Srl item No 1 here-in-before, but 60 lacs gallons capacity, tank No. 7 at main water supply complex having top plan size 140 x 84 metre bottom plan size 126 x 66 metre and depth 3.50 metre , complete all as specified and as directed by Engineer-in-Charge.

All as per Srl item No 1 here-in-before, but raw water round shape sump having 2.40 metre internal dia and depth 6.0 metre , complete all as specified and as directed by Engineer-in-Charge.

All as per Srl item No 1 here-in-before, but sedimentation tank having top plan size 17.60 x 17.60 metre bottom plan size 8 x 8 metre and depth 3.20 metre, complete all as specified and as directed by Engineer-in-Charge.

All as per Srl item No 1 here-in-before, but clear tank of 5000 gallons capacity at complete all as specified and as directed by Engineer-in-Charge.

All as per Srl item No. 1 here-in-before, but floculator tank suitable for 30,000 gallons filter plant/hr capacity in two portion at main water supply, complete all as specified and as directed by Engineer-in-Charge.

Cleaning of overhead Reservoirs of capacity 50,000 gallon at 18 metre staging in two compartments by tank clean process as below :- (a) Mechanical removal of all remaining dirty water by capacity submersible pump. (b) Removal of sludge by vacuum operated pump. (c) Cleaning of walls, ceiling base by high pressure and scrapping, brushing ,brooming down and applying one coat of white wash as directed by the Engineer-in-Charge. (d) Removing of all dirty particles by industrial wet vacuum cleaner leaving the tank 99.9% physical cleaned. (e)Deposited the sludge to a distance not exceeding 50 metre at the location intimated by Engineer-in-Charge (f) Sterilization of tank by eco-friendly degradable and highly effecting all pathogens agent of tank clean sterilization of tank atmosphere by industrial V.V radiator leaving the tank complete sterile and writing the date of cleaning with paint, complete all as specified and as directed by Engineer-in-Charge. Notes: (i) All Safety measures for the safety of workmen shall be ensured by the contractor as work has to carried out at height specified in respestive items. Insurance of workers shall also be got done by the contractor before execution of these items. This aspect shall deemed to be included in quoted rates

All as per srl item No. 11 here-in-before, but 5000 gallons capacity at 06 metre staging , complete all as specified and as directed by Engineer-in-Charge.

All as per Srl item No 11 here-in-before, but 10000 gallons capacity at 06 metre staging , complete all as specified and as directed by Engineer-in-Charge.

All as per Srl item No 11 here-in-before, but 75000 gallons capacity at 18 metre staging , complete all as specified and as directed by Engineer-in-Charge.

All as per Srl item No 11 here-in-before, but 40000 gallons capacity at 12 metre staging , complete all as specified and as directed by Engineer-in-Charge.

All as per item No 11 here-in-before, but 25000 gallons capacity ,complete all as specified and as directed by Engineer-in-Charge.

Preparation of old painted surfaces of MS/CI pipes such as rising main, distribution mains, washout and over flow pipes,MS covers of valve pit and canal drains and painting with one coat of synthetic enamel paint, as per colour code given by the deptt , complete all as specified and as directed by Engineer-in-Charge. (Note :- The rates includes for writing and marking description of pipes with white enamel paint)

Preparation of new or previously untreated surfaces of MS/CI pipes such as rising main, distribution mains, washout and over flow pipes,MS covers of valve pit and canal drains and painting with one coat of synthetic enamel paint, as per colour code given by the deptt , complete all as specified and as directed by Engineer-in-Charge. (Note :- The rates includes for writing and marking description of pipes with white enamel paint)

Cutting and uprooting grass, vegetation shrubs, bushwood undergrowth, roots and trees not exceeding 30 cm girth (measure one metre above ground level) and removing rubbish to a distance upto 50 metres outside the periphery of the area,complete all as specified and as directed by Engineer-in-Charge.

Cleaning and desilting of water channel from canal to raw water storage tanks of any cross section and shape. Taking out sludge including all accumulated material from bottom and sides of water channel by scrapping, brushing the water course, washing including white washing inner surface of water channel including removing excavated material to a distance not exceeding 50 metre and depositing where directed,complete all as specified and as directed by Engineer-in-Charge. Note : The cross section of channel is 60 cm x 75 cm

Dewatering the left over water from existing floculator wash out tank having top plan size 12 x 12 metre bottom plan size 10 x 8 metre and depth 4.00 metre, desilting, sludge, silt, all accumulate material from the bottom and sides and removing to a distance not exceeding 50 metre from the outer perimetre of tank and depositing where directed by Engr-in-charge including preparation of surface by wire brushing and apply one coat of white wash, complete all as specified and directed by Engr-in-charge . Note :Approximate depth of silt 185 cm and depth of water approximately 100 cm.

Desilting, sludge, silt, slum and kai from bottom and outer sides of static water tank of capacity 50,000 gallons, by scrapping, brushing, brooming down, cleaning with water and applying one coat of white wash to inner surface and depositing sludge to a distance not exceeding 50 metre , complete all as specified and as directed by Engineer-in-Charge.

Desilting, sludge, silt, slum and kai from bottom and outer sides of static water tank of capacity 10,000 gallons, by scrapping, brushing, brooming down, cleaning with water and applying one coat of white wash to inner surface and depositing sludge to a distance not exceeding 50 metre , complete all as specified and as directed by Engineer-in-Charge.

Galvanized tubes 20 mm bore medium grade ISI marked as per IS 1239 part-I with all fitting ISI marked including cutting, threading etc as per site requirement and drilling holes/fixing clamp set for taking branch connection from main pipe line for laid in trenches/ road/ nallah or fixed along wall/ pole including mild steel clamps, screws etc, including taking down of old rusted galvanized iron tube , complete all as specified and directed by Engineer-in-Charge. Make: TATA/ JINDAL/ BST. Note : Earthwork to be measured and paid seperately.

Galvanized tubes 25 mm bore medium grade ISI marked as per IS 1239 part-I with all fitting ISI marked including cutting, threading etc as per site requirement and drilling holes/fixing clamp set for taking branch connection from main pipe line for laid in trenches/ road/ nallah or fixed along wall/ pole including mild steel clamps, screws etc, including taking down of old rusted galvanized iron tube , complete all as specified and directed by Engineer-in-Charge. Make: TATA/ JINDAL/ BST. Note : Earthwork to be measured and paid seperately.

Galvanized tubes 40 mm bore medium grade ISI marked as per IS 1239 part-I with all fitting ISI marked including cutting, threading etc as per site requirement and drilling holes/fixing clamp set for taking branch connection from main pipe line for laid in trenches/ road/ nallah or fixed along wall/ pole including mild steel clamps, screws etc, including taking down of old rusted galvanized iron tube , complete all as specified and directed by Engineer-in-Charge. Make: TATA/ JINDAL/ BST. Note : Earthwork to be measured and paid seperately.

Galvanized tubes 50 mm bore medium grade ISI marked as per IS 1239 part-I with all fitting ISI marked including cutting, threading etc as per site requirement and drilling holes/fixing clamp set for taking branch connection from main pipe line for laid in trenches/ road/ nallah or fixed along wall/ pole including mild steel clamps, screws etc, including taking down of old rusted galvanized iron tube , complete all as specified and directed by Engineer-in-Charge. Make: TATA/ JINDAL/ BST. Note : Earthwork to be measured and paid seperately.

Galvanized tubes 80 mm bore medium grade ISI marked as per IS 1239 part-I with all fitting ISI marked including cutting, threading etc as per site requirement and drilling holes/fixing clamp set for taking branch connection from main pipe line for laid in trenches/ road/ nallah or fixed along wall/ pole including mild steel clamps, screws etc, including taking down of old rusted galvanized iron tube , complete all as specified and directed by Engineer-in-Charge. Make: TATA/ JINDAL/ BST. Note : Earthwork to be measured and paid seperately.

Excavation in trenches not exc 1.5m wide and and not exc. 1.5m depth wide in hard/dense soil for laying electric cables/pipes etc including getting out excavated earth and trimming the sides and bottoms of trenches , complete all as specificed and directed by Engineer-in-Charge.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each, excavated soil in trenches , complete all as specified and directed by Engineer-in-Charge.

Removing excavated soil to a distance not exceeding 50 meter and depositing where directed at a level not exceeding 1.50 meter above the starting point complete , complete all as specified and directed by Engineer-in-Charge.

Cutting the tree branches hanging over raw water UG sumps and water supply complex and depositing the tree branches /leaves at 500m distance away from the site , complete all as specified and as directed by Engineer-in-Charge.. Note : Any number of tree branches out in one branch will be measured as one length for payment purpose, complete all as specified and as directed by Engineer-in-Charge.

Gun metal, globe or gate valve screwed down high pressure, heavy duty (ISI marked), with iron wheel head, screwed both ends for iron pipe or for unions suitable for 50 mm bore pipe, fixed in repairs, complete all as specified and as directed by Engineer-in-Charge.

Gun metal, globe or gate valve screwed down high pressure, heavy duty (ISI marked), with iron wheel head, screwed both ends for iron pipe or for unions suitable for 40 mm bore pipe, fixed in repairs, complete all as specified and as directed by Engineer-in-Charge.

Gun metal, globe or gate valve screwed down high pressure, heavy duty (ISI marked), with iron wheel head, screwed both ends for iron pipe or for unions suitable for 25 mm bore pipe, fixed in repairs, complete all as specified and as directed by Engineer-in-Charge.

Gun metal, globe or gate valve screwed down high pressure, heavy duty (ISI marked), with iron wheel head, screwed both ends for iron pipe or for unions suitable for 20 mm bore pipe, fixed in repairs, complete all as specified and as directed by Engineer-in-Charge.

Demolition of brick work or stone boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches , pillars etc & removing debries out of MoD land, complete all as specified and directed by the Engineer-in-Charge.

Brick work with sub class 'B' , straight or curved on plan not exc 6m mean raidus built in cement mortar 1:6 , complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete (unreinforced) in ground floors and paving not exc. 15 cm thickness (below or above ground level), including removal of rubbish in low lying area, complete all as specified and directed by the Engineer in Charge.

Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates as in foundation, sub base flooring & mass concrete complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete (1:3:6), type C-1, using 20 mm graded mechanically crushed stone aggregates as in foundation, sub base flooring & mass concrete complete all as specified and directed by Engineer-in-Charge.

Dismantling of wrought iron or mild steel work any description and fixed in any position complete all as specified and directed.

Rolled mild steel joist, channel, angle, flat iron or Tee sections, fixed independently without connecting plates etc, confirming to Fe – 410 – W(Gde E - 250) quality 'B' , complete all as specified and directed by the Engineer in Charge.

Mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment with riveted, bolted or welded attachment, Fe 410 -W (GdeE- 250) quality ‘A’, complete all as specified and directed by the Engineer-in-Charge

Supply and fixing of GI Tee of size 80mm with flange including taking down old existing Tee of any size complete all as directed.

Supply and laying nylon net woven out of nylon thread (virgin quality) of 2mm dia and size of mesh 25mm , as per sample kept in GE office including taking down old unserviciable nylon net woven from water storage tank complete all as directed by Engr-in-Charge.

Supply and laying stainless steel wire / rop, made out of twisted wire of size 49/0.3mm including taking down old unserviciable wire of any size from water storage tank complete all as directed by Engr-in-Charge.

Material and labour for stay assembly 20cm long comprisingof 10mm dia stud, 02 Nos bows 6mm dia, made of high tempered stainles steel with nut, bolt, washers and fixed in 50mm GI pipe with circular clamps including taking down old unserviciable stay assembly of any size, complete all as directed by Engr-in-Charge.

Taking up existing DI pipe line of size 80mm and removing old unserviciable Tyton joint (push-on-joint) and supply, fixing & testing of Tyton joint (push-on-joint) and relay the pipe line complete all as directed. Note:- (i) Earth work shall be measured and paid separtely. (ii) In case of pipe line brocken at the time of excavation, new existing size of pipe line shall be provided by the contractor in his own cost.

Taking up existing DI pipe line of size 100mm and removing old unserviciable Tyton joint (push-on-joint) and supply, fixing & testing of Tyton joint (push-on-joint) and relay the pipe line complete all as directed. Note:- (i) Earth work shall be measured and paid separtely. (ii) In case of pipe line brocken at the time of excavation, new existing size of pipe line shall be provided by the contractor in his own cost.

Taking up existing DI pipe line of size 150mm and removing old unserviciable Tyton joint (push-on-joint) and supply, fixing & testing of Tyton joint (push-on-joint) and relay the pipe line complete all as directed. Note:- (i) Earth work shall be measured and paid separtely. (ii) In case of pipe line brocken at the time of excavation, new existing size of pipe line shall be provided by the contractor in his own cost.

Material and labour for run lead joint of 100mm bore CI spigot and socketed pipe and fittings i.e. lead spun yarn including taking down old lead joint and earthwork in any type of soil, complete all as specified and directed by the Engineer in Charge.

Removing/pumping of used water with new/fresh water from station swimming pool at Maru Vihar. Desililting sludge removal and all accumulated dirt/foreign objects from bottom surface and sides including drain along the swimming pool entire plinth surrounding swimming pool. All dirt to be cleaned outside the perimeters of swimming pool building upto 50mtrs. Use of pottassium permanganate solution and iron burshes for cleaning of swimming pool for entire disinfection all as specified and all as directed by Engineer-in-Charge

Contract Amount shall be derived after affecting the amount of Schedule of Credit in General Summary on serial page No 15 of tender documents.