Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date10 Oct 2022
Closing Date3 Nov 2022
Tender Amount₹ 46,31,057
Costs
EMD
₹ 47,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CHAND_841833_7Bid Award Id
ViewTender No
RWS_ZP_CHANDRAPUR 41/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
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Documents
BOQ Items
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Item No. 2 :- Excavation in general in hard material, in softg rock, in hard rock and including removing the excavated matials upto a distance of 40 mtrs. And lift as below, stacking and spreading as directed, normal dewatering preparing the bed for found 707 X 1.10 = 777.70 Lift 4.50 M.To 6.00 M.
29.44
-
861.7
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Lift 6.0 M. To 7.50 M.
29.44
-
889.7
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Lift 7.5 M. To 9.0 M.
29.44
-
917.7
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Lift 9.0 M. To 10.50 M.
29.44
-
945.7
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Lift 10.50 M. To 12.0 M.
29.44
-
973.7
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Lift 12.0 M. To 13.5 M.
29.44
-
1001.7
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Lift 13.50 M. To 15.00 M.
29.44
-
1029.7
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Item No.3 :- Providing and laying in situ following grades of plain cement concrete of trap/granite / quartzite /gneiss metal forvr foundation and beddding including normal dewatering,formwork,compaction and curing etc complete. P.C.C M 150
2.91
-
5783.5
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ITEM NO. 4 :- Providing and casting in situ C.C. of M - 20 trap/ granite/ quartzite / gneiss metal of approved quality for RCC work in foundation and footing of RCC column steel sanchion including normal dewatering, centring, form work compaction, finishing and curring etc. complete. (excluding M.S., or Tor reinforcement) Foundation Beam M 20
3.28
-
6822.2
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Item No. 5 :- Providing and casting in situ c.c. of trap/ granite/ quartzite/gneiss metal of approved quality for R.C.C. works (M - 200) as directed by Engineer in charge I/c normal dewatering, centering, form work, compaction, finishing the formed surfac Lift 0.00 M. To (+) 5.00 M.
27.32
-
8617.8
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Item No. 6 :- Providing and fixing M.S. Bars for reinforcement of various dia. For RCC footing, foundations, slabs,beams,columns etc as per drawing and desaigns including cutting bending, hooking, the bars including binding wires or tack welding etc. comp Lift 0.00 M. To (+) (-) 5 M.
2.14
-
85466.4
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Item No. 7:- Providing and fixing 80mm dia.AC/PVC pipes weep holes at 1.50 mm c/c staggered including cost of all materials and labour involved with all lead and lifts etc. complete. Weep Holes
4
-
201
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Item No. 8 :- Dewatering the excavated trenches and pools of water in well works by using pumps and other devices including, desposing of water to safe distance as directed by Engineer - in - charge. ( including cost of machinery, labour, fuel) etc. compl Jack Well of 5.0 M. Dia.
1750
-
77
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ITEM NO. 9 :- Providing structural steel work in single stanctions composed of RSJ chanel etc. with caps, bases, mild steel plates angles, bracket cleats, gusset plates, anchour bolts etc. as per detailed drawing and design or as directed by Engineer-in-
0.5
-
70017
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ITEM NO. 10 :- Providing and fixing M.S. Chequrred Plate flooring of following thikness supported on MS angle [25 x 25 x 5mm Size] including the equred Square or rounded shape, making holes in the plate including providing & applying 3 coats of anticorros 6 mm Thick
6.48
-
4125
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ITEM NO. 11 :- Providing & fixing G.I. Pipe railing having 1.0 meter height consisting 50 x 50 x 6mm thick MS angles as vertical at 1.5 m c/c and additional posts at every corner with 3 rouls of 25 mm dia. GI pipes of medium class variety as horizantal and painting 3 coats of oil paint over 1 coat of anticorrosine paint of approved colour and shade including cost of labour, transoporting bends to curved shape etc. complete. As per approved desi. & Dra.A89
12
-
916
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Item No 12 :- Providing and fixing in position M.S ladder 0.50 m wide consisting of 75x10 mm M.S flats as stringers and 16 mm dia m.s bars in double rows as steps placed at 25 mm c/c including cost of material and labour etc complete as directed
3.5
-
1493
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Item No.13 :- Providing and fixing in position C.I dapuri steps or 22 mm dia M.S bar steps with proper anchorage etc and applying three coats of anticorrosive paint etc complete as directed by engineer in charge
20
-
387
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Item No. 14 :- Refilling the Excavated trenches with available excated stuff with soft materials first over pipeline and then hard materials I 15 cm layers with alll leads and lifts. Including consolidn consolidation etc. comp.
101.27
-
92.4
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Item No. 15 :- Carrying out recuporation/ yeild test for ascertiting the discharge of constructed well / excavated profile as direrted by Engineer in chages.The test carried out by drawing down water from the well/ profile below normal / subsoil water lev Capacity less than 25000 LPS
7
-
2167
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Item No. 16:- Providing and constructing by drilling horizontal bores in W.S.S well up to required depth including cost of machinery labour mechanical charges and fuel etc complete with all lead and lifts. Horizontal bore 115 mm dia
160
-
329.47
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Item No. 17 :- Providing and fixing PVC casing pipe including cost of jointing material etc complete 110 mm dia 6 Kg/sqm
12
-
449.5
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ITEM NO 18 :- Drilling of bore well 150 mm dia by DTH machine including transportation of machine to site Trial Bore
20
-
329.47
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Item no 19 :- Providing and supplying and erecting PVC casing of 140 mm dia to bore well up to required depth
3
-
488.4
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ITEM NO. 20 :- Lead charges for metal, sand, bricks etc. over initial lead of 5 Km. A. Sand
15.08
-
609.5
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B. Metal
30.16
-
916
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SUBWORK NO. 02: SWITCH CONTROLL ROOM (SIZE 3.00 x 3.00 x 3.00 M.) ITEM NO. 1 :- Excavation for foundation / pipe trenches in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling, etc. complete. For Column Footing
9
-
165
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Item No. 2 :- Providing dry rubble stone soling 15 cm / 30 cm thick including hand packing finishing compaction etc. complete. For Column footing
0.6
-
1175
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ITEM NO. 3 :- Providing & laying in situ cement concrete M-15 (1:3:6) with trap/granite/quartizite/ gneiss metal in face wall including plywood / steel formwork and steel centering, compaction by vibrator, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface, filling joints with bitumen, curing etc, complete. ( exculuding cost of reinforcement) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. newly laid concrete shall be covered by gunney bag, plastic, tarpaulin etc. ( Wooden centering/ formwork will not be allowed) PCC( M - 15)
0.49
-
5783.5
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ITEM NO. 4 :- Providing and casting in situ C.C. of M - 20 trap/ granite/ quartzite / gneiss metal of approved quality for RCC work in foundation and footing of RCC column steel sanchion including normal dewatering, centring, form work compaction, finishing and curring etc. complete. (excluding M.S., or Tor reinforcement) R.C.C. M-20 Grade for footing
0.55
-
6822.2
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ITEM NO. 5 :- Providing and casting in situ M - 20 C.C. of trap/ granite/ quartzite / gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, formwork, compaction finishing the formed surface with C.M. 1:3 of sufficient mimimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curring, etc. complete. (By weigh betching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted (excluding M.S., or Tor reinforcement) RCC M 20 Columns
1.31
-
8174.7
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ITEM NO. 6 :- Providing and casting in situ M - 20 C.C. of trap/ granite/ quartzite / gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, formwork, compaction finishing the formed surface with C.M. 1:3 of sufficient mimimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curring, etc. complete. (By weigh betching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted (excluding M.S., or Tor reinforcement) RCC M 20 Beam
2.07
-
8673.5
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ITEM NO. 7 :- Providing and casting in situ M - 20 C.C. of trap/ granite/ quartzite / gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, formwork, compaction finishing the formed surface with C.M. 1:3 of sufficient mimimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curring, etc. complete. (By weigh betching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted (excluding M.S., or Tor reinforcement) RCC M 20 Chajja
0.23
-
8581.6
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ITEM NO. 8 :- Providing and casting in situ M - 20 C.C. of trap/ granite/ quartzite / gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, formwork, compaction finishing the formed surface with C.M. 1:3 of sufficient mimimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curring, etc. complete. (By weigh betching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted (excluding M.S., or Tor reinforcement) RCC M 20 Slab
2.38
-
8617.8
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ITEM NO. 9 :- Providing & Fixing in position Steel bar reinforcement of various diameters for RCC pipes caps footing foundations slabs beams, columns, canopies stair cases, newels, chajjas lintels pardies copings, fins, arches, etc, as per detailed design, drawings, and schedules including cutting, bending, hoking the bars binding with wires or tack welding and supporting as required etc. complete.
0.65
-
85466.4
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ITEM NO. 10 :- Providing II nd class burnt bricks masonery with conuentional IS type brick in cement mortor 1:6 including scaffolding racking out joints and watering in superstructure etc. complete. Plinth Level
7.52
-
7730.9
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ITEM NO. 11 :- Providing cement plaster with 12 mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surface in all position including scaffolding and curring complete providing froove at joint and B.B. masonery and concrete members etc. complete.
90.59
-
283.2
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ITEM NO. 12 :- Providing and laying cement conrete flooring 40 mm thick 1:2:4 cement concrete laid to proper level and slope in alternate bays including compcting PVC/Glass/ Aluminium strip at joint marking lines to give appearance to tiles at 3cm x 30 cm or other sizes laid diagonally / square etc. finishing smooth (with extra cement) in any colour as directed and curing etc. complete. Flooring
9
-
534.1
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ITEM NO. 13 :- Providing and fixing steel windows of various sizes as per detailed drawing with welded square bars 12mm at in 10cm centre to center with out ho dip zinc coating without / with ventilators including baricating glazing with non - acetinic / plain / obscued glass panned at approved type and quantity all fixluces and bastening without teak wood, boxing and architravesand finishing with one coat of primer complete and 2 coats of oil paint etc. complete. Steel Window
1.2
-
4380.9
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ITEM NO. 14 :- Providing and fixing 18 guag M.S. sheet doors with frame wall 40 x 40 x 6mm M.S. angles including locking arrangements hols bast including applying anticorrosive primer coat of red lead paint and 2 coats of oil paint etc. complete. Steel Door
2.1
-
1714
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ITEM NO. 15 :- Providing & applying two coats of water proof cement paint of approved manufacture and of approved colour to new plastered surface including scaffolding if necessary cleaning and preparing the surface, watering for two days complete (Sample
90.59
-
78.8
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Item No. 16 :- Refilling the Excavated trenches with available excated stuff with soft materials first over pipeline and then hard materials I 15 cm layers with alll leads and lifts. Including consolidn consolidation etc. comp.
7.02
-
92.4
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ITEM NO. 17 :- Electrification to switch control room including electric fitting with tube rod and other miscellanous items. Electrification
1
-
3000
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Item No 18 :- Providing and fixing in position M.S ladder 0.50 m wide consisting of 75x10 mm M.S flats as stringers and 16 mm dia m.s bars in double rows as steps placed at 25 mm c/c including cost of material and labour etc complete as directed
1.5
-
1493
... More
ITEM NO. 19 :- Lead charges for metal, sand, bricks etc. over initial lead of 5 Km. (A)Sand
6.95
-
609.5
... More
(B) Metal
6.71
-
916
... More
SUBWORK NO. 03: PUMPING MACHINERY (5 BHP SUBMERSIBLE PUMP) FOR PROPOSED WELL Item No. 1 :- Providing, erecting and giving test of 150 mm dia. submersible pump sets confirming to IS 8034 and motor confirming IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and Motor suitable for working on 415 V± 10%, 3Ph, 50 Hz., A.C. supply, Cable guard, thrust carbon/fibre bearing to accept entire hydraulic thrust, water proof winding shall be provided. The pump set shall be suitable for direct coupling. Pump shall have suitable suction stainer shall also be provided. 3 core, single/double run copper conductor submersible type flat cable 3 Mtr. and 3 pairs of erection clamps. Rates per pump upto 8 stages (as per design) 3.0 BHP, 2470 LPH Discharge, 65.0 M. Head
2
-
32368.14
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Add for stage
4
-
690
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Item No. 2 :- Suppluing and erecting 3 core 2.5 sq. mm. insulated flat flexible submersible cable with Copper Conductor, PVC insulated and PVC sheathed
120
-
128
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Item No. 3 :- Providing and laying 25 mm dia. G.I. pipe 'B' grade ISI mark for enclosing provided cable to lay underground at required depth upto 90 cm. & necessary back filling with light ramming to make the ground surface as it was.
42
-
210.1
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Item No. 4 :- Providing, erecting C.I.D.F. sluice valves with jointing to pipe work (including all hardware and packing) water works quality having non-rising spindle with hand wheel and without bypass arrangement spindle of stainless steel as per requirement excluding c.c. foundation/ structural steel support. For rating PN-1.6 confirming to IS780 upto Sr. No. 2.A.9. onwards, being Super gear arrangement. 50 mm dia PN 1:0
2
-
4198
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Item No. 5 :- Providing, erecting C.I.D.F. reflux valve single door with jointing to pipe work(including all hardware and packing) water works quality with jointing to pipe without bypass arrangement with gunmetal seat excluding c.c. foundation/ structural steel supports. For rating PN - 1.6 confirming to IS - 5312 50 mm dia PN 1:0
2
-
3319
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Item No. 6 :- Lowering, laying and jointing in position following CIDF Reflux valve i.e. cast of all labour, jointing material i.e. nut bolts and giving satisfactory hydraulic testing etc. complete. 50 mm dia PN 1:0
4
-
916.3
... More
Item No. 7 :- Supplying and erecting G.I. Pipe 'B' class in position for suction, delivery for centrifugal pump, vacuum pump and drop pipe for submersible pump including plumbing with sockets and necessary material. 50 mm dia HEAVY
48
-
392
... More
Item No. 8 :- Lowering, laying, jointing in position of following GI pipe including cost of all labour jointing material including nut bolts and giving satisfctory hydraulic testing etc. complete. 50 mm dia HEAVY
48
-
89.1
... More
Item No. 9 :- Supplying and erecting 'B' class G.I. bend in position with necessary material. 50 mm dia
4
-
188.4
... More
Item No. 10 :- Supplying and erecting 'B' class G.I. tee in position with necessary material. 50 mm dia
2
-
247.56
... More
Item No. 11 :- Supplying and erecting 'B' class G.I. . Coupling/nipple in position with necessary material. 50 mm dia
16
-
136.02
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Item No. 12 :- G.I . sheet 16 guage of thickness given below to be used for fabrication of boxes, panel boards, etc. including cutting, bending, drilling, welding, cleaning, de-rusting and painting with one coat of red lead paint and two coats of enameled paint.
3
-
2274
... More
Item No 13 :- Supplying and erecting marine plywood 19 mm thick fixed to wall or on ptovided panel board for fixing kit-kat fuses and meter etc with necessary material
3
-
1345
... More
Item No. 14 :- Providing, erecting and commossioning Earth Leakage Circuit Breaker (ELCB) / Residual current circuit breaker (RCCB) of suitable rating as below working on residual current 30 milli-amp sensitivity and maximum 30 milli- second tripple time, test knob facility free trip mechanism operating for rated leakage at nominal 10 Volt A.C. and also in both neutral open snapping condition, etc. with shortcircuit with stand capacity as per literature complying to BS 4293 - 1983 complete including all materials copper leads, lugs, screws, etc. erected in provided M.S. box with window etc.
1
-
2793
... More
Item No. 15 :- Supplying and erecting self locking arrangement with duplicate keys duly erected flush with/ panel surface of cup-board.
1
-
257
... More
Item No. 16 :- Suppluing and erecting set of 3 pilot lamps all bakelite with colour glasses with miniature lamps 230 V/250 erected on provided M.S. box with panel type fuses and connected with PVC wire.
2
-
598
... More
ITEM NO. 17 : - supplying and erecting panel mounting type Digital Ammeter having three and half digit LED disply,external C.T operated caliberated for suitable to operate on 500 V, 0 to 1000 A ACAC supply with necessary PVC wire leads and lugs and mounting hardware on provided panel complete with caliberation certificate from manufacturer
2
-
1372
... More
ITEM NO . 18 : - supplying and erecting panel mounting type Digital Voltmeter having three and half digit LED disply,external C.T operated caliberated for 0 to 750 V, AC suitable to operate on 500 V AC supply with necessary PVC wire leads and lugs and mounting hardware on provided panel complete with caliberation certificate from manufacturer
2
-
1316
... More
Item No. 19 :- Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380 - 400 V, 3 Ph., 50 Hz., with no volt coil, overload element with necessary material & concected to supply etc. comp. Starter with original sheet steel encloser. Up to 7.5 HP
2
-
1911.9
... More
Item No. 20 :- Supplying, errecting bank of All Polypropylene condensers with standard capacities of 1, 2, 3, 5, 7, 12, 15, 20, and 25 KVAR unit of power factor correction for operation on 3 phase 50 Hz, 3300 V +/- 6% with externally discharging resistance earthing terminal and built on angle iron or channel frame work and provided with terminal cover box, H. T. bushing bus bar and HRC fuses etc. completed erected and tested. 2 KVAR
6
-
355.08
... More
Item No. 21 :- Earthing for pumping machinery Supplying and erecting galvanised cast iron earth plate 60 x 60 x 0.6 cm. burried in specifically prepared earth pit 1.5 mt. below groound level with 30 Kg. Charcoal and salt in alternate layers necessary length of double G.I. earth wire 8SWG connected to plate with cadmium plate G.I. nut bolts 12 mm dia. with bituminous compound and run through 12 mm dia. G.I. pipe.
1
-
4263
... More
Item No. 22 :- Providing, fixing and commissioning MCB type change over switch 2 pole , 63 A with 3 positions ( ( I-O-II )with centre off position as per specification no SW-SWR/MCBCOS 63 AMP
1
-
2899
... More
Item No 23:- Labour charges for internal wiring of panels including all material Up to 5.0 HP
1
-
1971.2
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ITEM NO . 24 : - Supplying and erecting Iron work for panel board or other purposes complete with bending, cutting, drilling and welding complete erected at the position with necessary materials duly painted with one coat of red oxide and two coats of enamel paint to match the switchgears or as per directions by the authority .
30
-
140
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SUBWORK NO. 04: RAW WATER RISING MAIN PVC Item No. 1 :- Excavation for foundation / pipe trenches in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling, etc. complete. (150*10% ) = 165.00
69.3
-
165
... More
Item No. 2 :- Excavation for foundation / pipe trenches in hard murum and bolders, WBM Road including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling, etc. complete. (192*10% ) = 211.20
207.9
-
211.2
... More
Item No.3 :- Excavation for foundation / pipe trenches in soft rock and old cement and lime masonery foundation asphalt road including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling, etc. complete. (572*10% ) = 629.20
346.5
-
629.2
... More
Item No. 4:- Excavation for foundation / pipe trenches in hard rock and concrete roads by cheisilling wedging line drilling by mechainical means or by all means other than blasting including trimming and levelling the bed removing the excavated material upto a distance of 50 m beyound the area and lifts as below stacking as directed by engineer in charge normal dewatering excluding back filling etc. complete. (1017*10% ) = 1118.70
69.3
-
1118.7
... More
Item No. 5:- Providing and supplying in standard lengths polythelene pipes conferming to IS 4984/14151/12786/13488 with necessary jointing material like mechanical connectors ie thread/ insert joint/ quick release coupler / compression fitting joint or flanged joint including all local and central taxes transportation & freight charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rains etc. complete. Material grade P.E 100 90 MM dia 6 KG/CM2 HDPE
966
-
244
... More
Item No. 6 :- Take 10 % Amount of Item No. 5 for Specials like Tee, Bend etc.
1
-
23570
... More
Item No.7 :- Lowering, laying and jointing HDPE pipes by heating to yhe ends of pipe with the help of teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other to form a monolithlic and leak proof joint by thermosetting process.yhe pressing may be required to be done wiyh hydraulic jacks/ butt fusion machine etc complete with all materials labours as directed by engineer in charge including giving satisfacotry hydraulic test. 90 MM dia 6 KG/CM2 HDPE (67*10% ) = 73.7
966
-
73.7
... More
Item No. 8 :- Providing ISI mark GI pipe of following class and dia including all local and central taxces, octroi, inspection charges, transportation to stores etc. complete. 80 mm dia. Medium
24
-
551
... More
Item No.9 :- Lowering, laying, jointing in position of following GI pipe including cost of all labour jointing material including nut bolts etc. complete. 80 mm dia. Medium (118*10% ) = 129.80
24
-
129.8
... More
Item No. 10 :- Providing and supplying Air Valves as per IS-10845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete. 50 mm dia Double Ball PN 1.0
2
-
5850
... More
Item No. 11 :- Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer - in - charge including cost of conveyance from store to site of work, cost all material and giving satisfactory hydraulic testing etc. complete. 50 mm dia . Double Ball PN 1.0 (333*10% ) = 366.30
2
-
366.3
... More
Item No. 12 :- Providing and fixing in position air valve shaft including providing and fixing GI medium class or 6 mm thick M.S. pipe shaft 2.70 M long over branche flange of air valve tee, providing PCC block of M - 150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M - 150 as shown in type design together with providing and making flange joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee etc. complete as per the type design and as directed by Engineer - in - charge for following diameters of pipe lines ( type design attached) 1. Up to 150 mm dia pipeline (Foundation on Murum and Hard Strata)
2
-
5578
... More
Item No. 13 :- Providing and supplying ISI standard C.I. flanged / S & S specials including all taxes (central and local) railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores/ site unloading stacking etc. complete. Up to & including 300 mm dia.
30
-
73
... More
ITEM NO. 14 :- Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) 5640+(1435*10% ) = 5783.50
2.08
-
5783.5
... More
Item No. 15 :- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. (84*10% ) = 92.40
684.66
-
92.4
... More
ITEM NO. 16 : - Hydraulic testing of HDPE pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 90 MM dia 6 KG/CM2 HDPE
0.97
-
7442
... More
ITEM NO. 17 : - Hydraulic testing of G.I.pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1km., using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rates under this item shall also include cost of retesting. 80 mm dia. Medium
0.02
-
12403
... More
ITEM NO. 18 :- Lead charges for metal, sand, bricks etc. over initial lead of 5 Km. A. Sand
0.94
-
609.5
... More
B. Metal
1.87
-
916
... More
SUBWORK NO. 05: RCC ESR Item No 1:- Designing & constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal & external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having capacity 15000 liters 12 M staging height (SBC 5 T/M2) including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 m all labour and material charges including lowering, laying, erecting, hoisting, & jointing of pipe assembly of inlet ,outlet, wash out, overflow,& bypass arrangements as per departmental design ,providing & fixing accseceries as M.S. ladder, C.I. manhole frame & covers water level indicators, lightening conductor, G.I. pipe raining around walk way & top slab, providing M.S ladder from ground level to roof level, M.S. grill gate of 2 mtr. height with locking arrangement of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing & applying 3 coats providing and applying 3 coats of acrylic emulsion with silicon additives paint to the structure including roof slab epoxy painting to the internal surface, & anti termite treatment for under ground parts of structure and giving satisfactory water tightness test as per I.S. code, the job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge.RCC ESR 15000 Liters 12 M Staging 10% on Labour = RS 13.02 X 10 %= 1.30 Cost per Liter= 39.02 + 1.30 = 40.32 15000 x 40.32 = Add 7.5 % for raft foundation
1
-
650160
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ITEM NO. 2 :- Providing ISI mark CIDF pipe of following class and dia. Including all local and central taxes, octroi, inspection charge transportati-on to stores etc comt. (Note:One occupeier shall be provided with each full length pipe cost of which is including in rates below) 80 mm CIDF Pipe
54
-
1466
... More
Item No. 3 :- Providing, erecting C.I.D.F. sluice valves with jointing to pipe work (including all hardware and packing) water works quality having non-rising spindle with hand wheel and without bypass arrangement spindle of stainless steel as per requirement excluding c.c. foundation/ structural steel support. For rating PN-1 confirming to IS780 upto Sr. No. 2.A.9. onwards, being Super gear arrangement.80 mm dia PN 1.0
3
-
5132
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Item No. 4 :- Providing and supplying ISI standard C.I. flanged / S & S specials including all taxes (central and local) railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores/ site unloading stacking etc. complete. Up to & including 300 mm dia.
300
-
73
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ITEM NO. 5 :- Lead charges for metal, sand, bricks etc. over initial lead of 5 Km. A. Sand
11.1
-
609.5
... More
B. Metal
22.19
-
916
... More
SUBWORK NO. 06: ADDITIONAL DISTRIBUTION OF 90 MM DIA AND 75 MM DIA Item No. 1 :- Excavation for foundation / pipe trenches in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling, etc. complete. (150*10% ) = 165.00
145.32
-
165
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Item No. 2 :- Excavation for foundation / pipe trenches in hard murum and bolders, WBM Road including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling, etc. complete. (192*10% ) = 211.20
290.64
-
211.2
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Item No. 3:- Excavation for foundation / pipe trenches in soft rock and old cement and lime masonery foundation asphalt road including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling, etc. complete. (572*10% ) = 629.20
726.6
-
629.2
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Item No. 4 :- Excavation for foundation / pipe trenches in hard rock and concrete roads by cheisilling wedging line drilling by mechainical means or by all means other than blasting including trimming and levelling the bed removing the excavated material upto a distance of 50 m beyound the area and lifts as below stacking as directed by engineer in charge normal dewatering excluding back filling etc. complete. (1017*10% ) = 1118.70
145.32
-
1118.7
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Item No. 5 :- Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with unplastised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central charges, loading, unloading, conveyance to the departmental stores/ site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). ( including 2 % breakages and 10 % for specials) 75 mm dia. PVC 4 Kg/ cm²
2052
-
142
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Item No.6 :- Take 10 % Amount of Item No. 4 for Specials like Tee, Bend etc.
1
-
29138
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Item No. 7 :- Lowering, laying and jointing PVC pipes ans specials of following class and diameter including cost of conveyance from stores to site of work including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). 75 mm dia. PVC 4 Kg/ cm² (25*10% ) = 27.50
2052
-
27.5
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Item No. 8 :- Providing ISI mark GI pipe of following class and dia including all local and central taxces, octroi, inspection charges, transportation to stores etc. complete. 65 mm dia. Medium
24
-
419
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Item No. 9 :- Lowering, laying, jointing in position of following GI pipe including cost of all labour jointing material including nut bolts and giving satisfctory hydraulic testing etc. complete. 65 mm dia. Medium (105*10% ) = 115.50
24
-
115.5
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Item No. 10 :- Providing, erecting C.I.D.F. sluice valves with jointing to pipe work (including all hardware and packing) water works quality having non-rising spindle with hand wheel and without bypass arrangement spindle of stainless steel as per requirement excluding c.c. foundation/ structural steel support. For rating PN-1 confirming to IS780 upto Sr. No. 2.A.9. onwards, being Super gear arrangement. 65 mm dia. P.N. 1.0 Sluice Valve
2
-
4966
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Item No. 11 :- Lowering, laying and jointing in position following CIDF Reflux valve/ Butterfly valve and Sluice valve including cast of all labour, jointing material including nut bolts and giving satisfactory hydraulic testing etc. complete. 65 mm dia. P.N. 1.0 Sluice Valve (1251*10% ) = 1376.10
2
-
1376.1
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ITEM NO : 12 Providing and fixing road cover box including ioading unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murrum packing etc complete 100 mm x 225 (20 Kg)
2
-
1544
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Item No 13:- Making cross connection to existing distribution main of any type including excavation breaking and removing existing pipes,lowering,laying of specials and pipes in their position,refilling,closing the water supply in that area,dewatering and starting the water supply etc complete 80 mm dia
1
-
2492
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ITEM NO. 14 :- Providing & laying in situ cement concrete M-15 (1:3:6) with trap/granite/quartizite/ gneiss metal in face wall including plywood / steel formwork and steel centering, compaction by vibrator, finishing uneven and honeycombed surface with C.M. 1:3 of sufficient minimum thickness to give smooth and even surface, filling joints with bitumen, curing etc, complete. ( exculuding cost of reinforcement) The C.M. 1:3 plaster is considered for rendering uneven and honeycombed surface only. newly laid concrete shall be covered by gunney bag, plastic, tarpaulin etc. ( Wooden centering/ formwork will not be allowed) Approximate Concrete for road 5640+(1435*10% ) = 5783.50
5
-
5783.5
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Item No. 15 :- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. (84*10% ) = 92.4
1298.7
-
92.4
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ITEM NO. 16 : - Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 75 mm dia. PVC 4 Kg/ cm²
2.05
-
2481
... More
ITEM NO. 17 : - Hydraulic testing of G.I.pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1km., using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rates under this item shall also include cost of retesting. 65 mm dia. Medium
0.02
-
11163
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ITEM NO. 18 :- Providing Cattle trough ( RA ATTACHED SAPARATELY )
1
-
75000
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ITEM NO. 19 :- Lead charges for metal, sand, bricks etc. over initial lead of 5 Km. A. Sand
2.25
-
609.5
... More
B. Metal
4.5
-
916
... More
SUBWORK NO.7: MISCELLANIOUS WORKS Item No 1 :- Com misioning running and maintaining the scheme to quantities, rated capacity including manning necessary personnel such as operator,valvemanetc as per requirment of the scheme and who should also administer chemical dose for aperiod of 1 month for indvidual scheme and three months for regional scheme,together with training of personnel spared by MJP/local body and handing over the scheme to local body after completion of the above period as directed by engineer-in-charge.
3
-
28868.4
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Item No 2 : - Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge. add 10 % on Labour = 2550*10%= 255 9284 +255 = 9539
1
-
9539
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SUBWORK NO.8: PROVISION FOR FHTC TAPCONNECTION ITEM NO 1 :- Providing and making UPVC/MDPE pipe cnsumer service connection on distribution main by drilling holes with suitable means including all labour, UPVC/MDPE pipe of required length, including cost of all specials like saddle/clamp saddle of suitable material and diameter fordistribution main, 15 mm/20 mm/25 mm respective dia heavy duty brass/polyprophylene (twin jacated) ferrule, male and female thread adapter,elbow,bends couplers,tee clamps of suitable material, including providing and fixing medium duty 15 mm brass bib tap, g.i cassing pipe of suitable diameter of 32mm/40mm/50mm respectively of required length for road crosssing including required labour for excavation in all types of strata up to depth of 0.75 m etc complete. Household connection without water meterfor HDPE & PVC pipe ( A ) For connection on HDPE/UPVC pipes ( with road crossing )
15
-
2382
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( B ) For connection on HDPE/UPVC pipes ( without road crossing )
16
-
1537
... More
ITEM NO 2 :- Providing and making solid support for newly & old constructed house tap connection ( A ) For connection on HDPE/UPVC pipes ( with road crossing )
15
-
900
... More
( B ) For connection on HDPE/UPVC pipes ( without road crossing )
16
-
900
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