Public Health Engineering Department Tender

Supply and delivery of different dia. D I specials including loading unloading and carriage inclusive of taxes and all charges whatsoever

MECHANICAL COLLAR 100

ALL FLANGED TEE 100 x 100

DOUBLE SOCKET BEND 100 x 22.5

DOUBLE SOCKET BEND 100 x 45

DOUBLE SOCKET BEND 100 x 90

Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store. N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire item ii) No payment will be made without hydraulic test of the pipe line either part or full iii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost.

a) 100 mm dia

Making rubber gasket joint to CI/DI pipes maintaining proper alignmentlevel etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipments tools andtackles etc. as required providing lubricants of approved quality and direction of EIC.  (rubber gasket will be supplied deptt. free of cost)

a) 100 mm dia

Making flange joint to DI/CI pipes, specials and valves wherenecessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as perspecification and direction of  EIC (Nut and bolts shall be of TATA/GKW rate).

a) 100 mm dia

Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC.

a) 100mm.dia.

Chamfering the spigot end of all type/class of DI pipe fo rprope rusing of push joint by means of grinder set at site for roper joint etc. all complete as per direction of EIC.

a) 100 mm dia

Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). For CI/DI Pipe

a) 100 mm dia

Cleaning thoroughly the innersurface ofpipe lineincluding specialsand valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorinenotless than15mg/ltrs.after24hrs.ofsuch filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered,  if the contractor used water from deptt. source). For CI/DI Pipe

a) 100 mm dia

Making holes in two sides of wall of culvert/drain or any other structures  in any places for laying any dia pipe line within structures intwo sides of wall of culvert /drain /any structure at anyplaces and mending good damages all complete as per direction of EIC.

Construction of different dia Sluicevalve/Airvalve/Wash out chamberin different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve allcompleteincludingcostoflabour&materialsasper Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified]

i) 80 mm to 150 mm dia pipe

Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R- 12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list

a) 100 mm dia

Submission of complete detailed drawing of distribution system,  rising main etc. after execution of work showing position of different types of valves, fittings/specials sluice valve chamber with location, node to node wise in the sanctioned drawing as completion drawing of the water supply scheme as per direction and satisfaction of EIC. The list of dia wise fitting/specials, different pipes ;of valve used in the rising main should be shown in the completion drawing (not separate) with verified  by SAE & AE in-charge of the scheme. The above drawing will be submitted in 5 copies.

Labour for boring (Horizontally) through any kind of soil / type of soil for Crossing of road of laying distribution system including hire charges and labour for supplying of suitable diameter crossing upto full width of road with necessary tools, tackles including necessary arrangement for boring anf pusing require including fitting fixing jointing pumping out accumulated water lighting arrangement etc. complete as per direction of EIC.

a) 150 mm dia.

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. a) Pakur Variety

Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof

(a) upto 150 mm. thick

Earth working excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding latarite or sands stone) including removing , spreading or stacking the spoils with in lead of 75 mtr. as directed the item includes necessary trimming the sites of trenches, leveling dressing, and ramming the bottom, bailing out water as required complete. a) Depth of excavation not exceeding 1500 mm.

Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powered earth or local sand.

Cement Concrete with graded jhama khoa (30 mm size) excluding shuttering. a) 6:3:1 proportion in ground floor.

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.

Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)

Reinforcement for reinforced work in all sorts of structures including distribution bars, stirrups, binders etc intial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inersection, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m.

i) Tor Steel/Mild Steel. (Other than SAIL/TATA/RINL)

Hire and labour charges for shuttering with centering and necessary staging upto 4 mtr. using approved stout props and thick hard wood planks of approved thickness with required with required bracing for concrete slabs, beams, columns, lintels, curved or straight including fitting, fixing & striking out after completion of works (Upto roof of ground floor) a) 25mm to 30mm thick wooden shuttering as per decision & direction of Engineer-in-charge.

Add 18% GST except item no. 2, 3 & 15 Rs. 307918.16

Add 1% Cess except item no. 2, 3 & 15 Rs. 363343.43