Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date25 Aug 2022
Closing Date16 Sep 2022
Tender Amount₹ 87,50,617
Costs
EMD
₹ 88,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CHAND_830377_6Bid Award Id
ViewTender No
RWS_ZP_CHANDRAPUR 27/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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Documents
BOQ Items
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Lift 4.50 to 5 M.
25.12
-
415.4
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Item No. 2 Excavation in Genral in hard material compressing of soft rock , hard rock Manjara rock by blasting / controllted blasting , Chisseling as required in wet or dry condition for head works that is supply well for lift 0 to 1.50 m. and lead of 150 meter including barrcading guarding disposing of surplus excavated stuff with in radius of 0.5 Km. as directed by Engineer in Charge Etc. Complete. Excluding refilling. Lift 4.5 to 6.0 M.
28.26
-
861.7
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Lift 6 to 7.5 M.
42.39
-
889.7
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Lift 7.5 to 13.50
42.39
-
917.7
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Lift 13.5 to 15 M.
42.39
-
945.7
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Lift 10.5 to 12 M.
42.39
-
973.7
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Lift 12.0 to 13.5 M
42.39
-
1001.7
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Lift 13.5 to 15.0 M
42.39
-
1029.7
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Item No. 3 Providing and laying in situ following grades of C.C. of trap/granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing, etc. complete. PCC M-150
3.42
-
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
3.84
-
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 surface. Lift 0.00 M. To (+) 5.00 M.
32.03
-
8617.8
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Item No. 6 Providing and fixing in position steel bar reinforcement of various diameters for R.C.C. plles, caps, footings,foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding as required complete.(including cost of binding wire) Lift 0.00 M. To (+) (-) 5 M.
2.51
-
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.
4
-
201
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Item No.8 Dewatering the excavated trenches and pools of water in the building/trench area by using pumps and other devices including disposing of the water to safe distance as directed.
2000
-
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- Charge
0.55
-
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
7.68
-
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
14
-
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
4
-
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
15
-
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.
159.85
-
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
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.
240
-
329.47
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Item No. 17 Providing and fixing PVC casing pipe including cost of jointing material etc complete
18
-
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
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
17.68
-
712.7
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B. Metal
35.36
-
1050.3
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SUB WORK NO 02 :- SWITCH CONTROL ROOM 3 M X 3 M X 3 M Item No.1 Excavation for foundation in hard murum and boulder including removing the excavated material up to a distance - -- etc. cmplete.
9
-
165
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Item No. 2 Providing dry rubble stone soling 15 cm / 30 cm thick including hand packing fifnishing compaction etc. complete.
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
-
8038.1
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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 and fixing in position steel bar reinforcement of various diameters for R.C.C. plles, caps, footings,foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding as required complete.(including cost of binding wire)
0.65
-
85466.4
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Item No. 10 Providing IInd class B.B. masonry with conventional/I.S. type bricks in C.M. of following proportion in super structure including stricking out joints racking out joints, watering & scffolding etc. complete. (with 30% mortar) 1:6 Plinth Level
7.52
-
8327
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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
-
290.4
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Item No. 12 Providing and laying cement concrete flooring of following thickness 1:2:4 cement concrete laid to proper layer and slope in alternate days including compaction filling joints marking lines to give the apperance of tiles 30cm x 30cm or other size laid digonally or square fininishing smooth in any colour as directed by Engineer- In - charge and curing etc. complete. Flooring
9
-
555.5
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Item No. 13 Providing and fixing steel doors of various sizes as per detailed drawings without hot dip zinc coating, without ventilators including fabrication, glazing with plain/obsecured glass pan and of approved type and quality and kick plates all fixtures and fastenings, without teak wood boxing & architraves and finishing without painting complete. Steel Window
1.2
-
4668.4
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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
-
1799.6
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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
-
81.4
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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.
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
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Item No. 19 Lead charges for metal, sand, bricks etc. over initial lead of 5 Km. (A) Metal
6.71
-
1050.3
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(B)Sand
6.95
-
712.7
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SUB WORK NO 03 :- Pumping Machinery 3 BHP Item No.1 Providing erecting and giving test of Submersible Pumpsets conforming to is 8034 and motor conforming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene impeller. Motor suitable for working on 415 V + 10% .3 Ph., 50 Hz. A.C. supply Cable guard, thrust carbon/fibre beaning to accept entire hydraulic thrust, waterproof winding shall be Provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design antithrust stream lined non return valve shall be Provided with the pum. Suitable suction strainer shall also be provided. 3 core single / double run copper conductor submersuble type flat cable 3m and 2 pairs of erection clamps shall be provided along with the pump rates per pump upto 20 stages are as below. Submesible pump 150mm dia (with bronze /stainless steel(CF8M)Impeller up to 8 stages 3 B.H.P. head - 53 M
2
-
32368.14
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Add for stage
4
-
690
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Item No. 2 Supplying 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
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
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
4
-
916.3
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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
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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.
48
-
89.1
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Item No. 9 Supplying and erecting 'B' class G.I. bend in position with necessary material. 50 mm dia
4
-
188.4
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Item No. 10 Supplying and erecting 'B' class G.I. tee in position with necessary material. 50 mm dia
2
-
247.56
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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
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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
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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
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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 Supplying 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
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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
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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
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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
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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
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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. 23 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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SUB WORK NO 04 :- RISING MAIN 90 mm HDPE 6 Kg/Sqcm Item No. 1 Excavation for foundation / pipe trenches in earth, soils 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
39.9
-
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.
119.7
-
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.
199.5
-
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.
39.9
-
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 solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection 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). 90 mm HDPE 6 kg/sqcm PE - 100
558
-
244
... More
Item No. 6. Take 10 % Amount of Item No. 5 for Specials like Tee, Bend etc.
1
-
13615
... More
Item No. 7. Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works 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). 90 mm HDPE 6 kg/sqcm PE - 100
558
-
73.7
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Item No. 8. Providing ISI mark GI. pipe of following class and dia. including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. 80 mm dia. Medium
12
-
551
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Item No. 9. Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge. 80 mm dia. Medium
12
-
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 such as GST leivied by GOI and GOM in all respect railway freight, inspection charges, unloding from railway wagons, loading into truck, transportation upto departmental stores / site, unloding and stacking etc. complete. 50 mm dia Double Ball PN 1.0
1
-
5850
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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 stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). 50 mm dia Double Ball PN 1.0
1
-
366.3
... More
Item No. 12. Providing and fixing position air valve shaft including providing and fixing G.I. Medium Class or 6 mm thick M.S. pipe shaft 2.70 M. long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air vlave tee including encasing of vertical shaft on PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fxong of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee. Etc. complete. As per type designed and as directed by Engineer - In - charge .
1
-
5578
... More
Item No. 13. Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) 80 mm dia. P.N. 1.0
2
-
5132
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Item No. 14. Lowering, laying and jointing in position following
C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) 80 mm dia. P.N. 1.0
2
-
1911.8
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Item No. 15. 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.
50
-
73
... More
Item No. 16. Valve chamber with precast R.C.C. covers providing and constructing B.B. masonery valve chamber with 15 cm wall thick 1:3:6 proportion, PCC bedding, ecluding excavation, B.B. masonery in C.M. 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer - in - charge.
2
-
10624
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Item No. 17. 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.)
1.2
-
5783.5
... More
Item No. 18. 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.
394.19
-
92.4
... More
Item No. 19. 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
0.56
-
7442
... More
Item No. 20. 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
0.01
-
12403
... More
Item No. 21. Lead charges for metal, sand, bricks etc. over initial lead of 5 Km. A. Sand
0.54
-
712.7
... More
B. Metal
1.08
-
1050.3
... More
SUB WORK NO 05 :- RCC ESR 45000 LITRES STAGING HT 12 M Item No. 1 Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum. and not more than 6 m c/c for ESRs having capacity above 500 cum 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 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder out side, stainless steel Ladder in container, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case 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 and applying three coats of Acrylie emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the 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.
ESR 30000 liters 12 M staging
1
-
1535950.4
... More
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
... More
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
... More
Item No.5. Lead charges for metal, sand, bricks etc. over initial lead of 5 Km. A. Sand
17.01
-
712.7
... More
B. Metal
34.02
-
1050.3
... More
SUB WORK NO 06 :- DISTRIBUTION SYSTEM Item No. 1. Excavation for foundation / pipe trenches in earth, soils 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
261.73
-
165
... More
Item No. 2. Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
523.46
-
211.2
... More
Item No. 3. Excavation for foundation / pipe trenches in soft rock and old cement and lime masanory foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete.
1308.65
-
629.2
... More
Item No. 4 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means.
261.73
-
1118.7
... More
Item No. 5. Providing and supplying in standard lengths ISI mark rigid unplasticised 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 taxes, transportation, freight charges, inspection 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).
75 mm PVC 4 kg/sqcm
3193
-
142
... More
90 mm PVC 4 kg/sqcm
327
-
197
... More
110 mm PVC 4 kg/sqcm
129
-
269
... More
Item No. 6. Take 10 % Amount of Item No. 5 for Specials like Tee, Bend etc.
1
-
55253
... More
Item No. 7. Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works 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 PVC 4 kg/sqcm
3193
-
27.5
... More
90 mm PVC 4 kg/sqcm
327
-
34.1
... More
110 mm PVC 4 kg/sqcm
129
-
38.5
... 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. 65 mm dia. Medium
60
-
419
... More
80 mm dia. Medium
18
-
551
... More
100 mm dia. Medium
12
-
785
... More
Item No. 9. Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge. 65 mm dia. Medium
60
-
115.5
... More
80 mm dia. Medium
18
-
129.8
... More
100 mm dia. Medium
12
-
141.9
... More
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
4
-
4966
... More
80 mm dia. P.N. 1.0 Sluice Valve
2
-
5132
... More
Item No. 11.
Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
65 mm dia. P.N. 1.0 Sluice Valve
4
-
1376.1
... More
80 mm dia. P.N. 1.0 Sluice Valve
2
-
1911.8
... More
Item No.12. Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.
100 mm x 225 mm (20 kg)
6
-
1544
... More
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
4
-
2492
... More
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)
8
-
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.
2337.78
-
92.4
... More
Item No. 16. Hydrulic testing of PVC pipe line to specified pressure including cost of all materials and laboue and water for testing for specified length including cuttig, placing end cap making arrangment for filling safe water using resiprocating types pump 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 PVC 4 kg/sqcm
3.19
-
2481
... More
90 mm PVC 4 kg/sqcm
0.33
-
3721
... More
110 mm PVC 4 kg/sqcm
0.13
-
3721
... 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
0.06
-
11163
... More
80 mm dia. Medium
0.02
-
12403
... More
100 mm dia. Medium
0.01
-
13643
... More
Item No :- 18 Providing and Constructing Cattle through as per rate analysis attach
1
-
75000
... More
Item No :- 19 Lead charges for metal, sand, bricks etc. over initial lead of 5 Km. A. Sand
3.6
-
712.7
... More
B. Metal
7.2
-
1050.3
... More
SUB WORK NO 07 :- MISCELLANEOUS WORKS Item No 1 Commissioning running and maintaining the scheme to quantities, rated, capacity, including manning necessary personel such as operater, valveman etc. As per reqirements of the scheme and who should also administer chemical does for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP/ local body and handing over the scheme to local body after competion of the above period as directed by Engineer-in-charge.
3
-
28868.4
... More
Item No :-2 Providing and fixing board displaying information,such as "Name of work,Tender cost,Name of Contractor,Work completion and liability periodetc",having rectangular shape of 1.20mx0.90m size made up of 4mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retroreflective sheeting of Class C (TypeXIMicro prismatic grade sheeting) having pressure sensitive adhesive. Retroreflective sheeting with specified background, borderand back side retoreflective symbols, letters,numerals,arrow as per IRC:67-2012 Table No 8.3,on M.S.angle of size 35x35x3mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly paint edincluding Two M.S.angle iron post sof size65mmx65mmx6mm,3.65 m long painted with alternate black and white bands of 25cm width includinga llfixtures etc.and fixing the board sin1:4:8 concrete block of size 60cmx60cmx75cm including, excavation, refilling, transportation, and laboure tccomplete. Class_C_ (TypeXIMicro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer including the Digitally Printed area swith Lat ex printing technology with sheeting manufcturer approve dink sand laminated with UV overlayf ilmand this warranty certificate inoriginal should be submitted to the Engineer in charge by the contractor/supplier.
1
-
9539
... More
SUBWORK NO 8 : HOUSE CONNECTION 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
( A ) For connection on HDPE/UPVC pipes ( with road crossing )
400
-
2382
... More
( B ) For connection on HDPE/UPVC pipes ( without road crossing )
369
-
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 )
400
-
900
... More
( B ) For connection on HDPE/UPVC pipes ( without road crossing )
369
-
900
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