Irrigation Department Tender
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Costs
EMD
₹ 1,18,823Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ID_37583_1Bid Award Id
ViewTender No
NIT No.07/LCI/NL/SOPD-G/2023-24 dt.11/06/2024Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://assamtenders.gov.in
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Documents
BOQ Items
Supply Lowering & Installation in Tube well 300 mm PVC housing pipe for casing assembly of wall thickness of 11.2 mm to 14.5 mm including supply of well cap sockets MS housing clamps etc as required as per IS : 12818-1997 of length 3.00 M of reputed brand like Oriplast/Jindal/Prince, etc and as directed
(Litholog Assembly diagram must be approved by Engineer in Charge of work prior to installation
30
-
9183.86
Supply Lowering & Installation in Tube well 200 mm PVC housing pipe/blind pipe of wall thickness of 10 mm to 11.2 mm for casing assembly including supply of well cap , bail plug sockets reducer MS housing clamps etc as required as per IS : 12818-1997 of length 3.00 M of reputed brand like Oriplast/Jindal/Prince, etc and as directed
(Litholog Assembly diagram must be approved by Engineer in Charge of work prior to installation
12
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5019.23
Supply Lowering & Installation in Tube well 200 mm PVC Ribbed screen filter pipe of wall thickness of 10 mm to 11.2 mm for casing assembly including supply of well cap , bail plug sockets reducer MS housing clamps etc as required as per IS : 12818-1997 of length 3.00M of reputed brand like Oriplast/Jindal/Prince, etc and as directed
(Litholog Assembly diagram must be approved by Engineer in Charge of work prior to installation
30
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7032.68
Shrouding of the DTW assembly by river pea gravel of size 4 mm to 8 mm free from sand/dust and any other foreign materials after screening/stacking at site including supply transportation, labour etc in complete as directed (Work to be carried out as per IS : 4097:2008) (Qnty as per Annex. - II)
15
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7222.23
Developing the tube well assembly by air compressor of capacity 8-12 Kg/cm² and CFM=450 M³/Min so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litholog/draw down data etc as per IS 11185 of 1999 (For new DTW minimum 72 hrs development is compulsory. Additional pea gravel required if any, during development would be extra as per [4.1] The following data should be be reflected in the report of development
1. Static water level
2. Drawdown at various discharge
3. Available average discharge
72
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3684.52
MECHANICAL PART (PRODUCTIVE PART (PART - II))
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Supply,Installation, Testing & Commissioning including transportation at site of electric motor driven submersible pump -set (20 HP/2900 RPM) and assembly of KSB/KK/CALAMA /LUBI make as approved by DPC , Irrigation suitable for discharge capacity of 0.0566 cumec at 20 Mtr head conforming to IS :8034-2002 including supply of all materials required for the work like column pipe of required diameter upto20.00 Mtr Length (as per IS:1239 Part-II)The column pipes of 20 Mtr (approx.)length should consists 6 nos of 3.0 Mtr length & 1 no. of 2.0 Mtr length each column pipe should have both end threaded & one end socketed . Flat motor cable upto 50.00 Mtr , 2(two) pairs of assembly support MS clamp of size 150 mm, 10 Nos. flat cable clamp ,1 (one) no. GI delivery bend of size 150 mm x 90°, MS well cap of size 316 mm x 100 mm with provision to allow column pipe at centre, starter stand made of MS angle ISA 5050, etc in complete as directed . Apart from socketing , the column pipes shhould be joined by making MS angle joint for 150 mm dia column pipes with 3 (three) pairs of clamp made of MS angle of size ISA 5050 to be welded on column pipe including supply of 3 (three) nos of nuts & bolts (HT) of size 16 mm dia x150 mm L at site as directed .
The efficiency of the pump should not be below 75% of the rated duty point.(As per DPC 2019-20 rate & annexure -I)
1
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264210.68
Supply, fitting fixing of delivery pipes of 150 mm dia GI/fabricated GI pipes (HD of repute brand with ISI marked) with flange at both end/wherever required with pipe jointing sets, including painting in complete as per drawing/specification including temporary pipe support as required and as directed
12
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5735.64
Supply fitting fixing of heavy duty CIDF sluice valve inside screw, non raising, vertical spindle type with hand wheel operation need for water purpose. The rotation of closing should be counter clock wise. The holes of the flange should be drilled as per BSS No-10 Part -I, Table D .All materials construction and components should strictly conform to IS 14846-2000 and having marked with manufacturers name and trade mark in the delivery pipe layout as directed/as per drawing along with HD GI flange, pipe jointing materials and painting in complete as directed for 150 mm dia
4
-
15921.82
Supply , fitting fixing of heavy duty CIDF Reflex valve swing check type, with bypass arrangement, horizontal operating. The holes of the flange to be as per BSS No. 10, part -I, Table D and the materials construction and all components should strictly conform to to IS:-5312 (part-I) - 2004 and having marked with manufacturers name and trade mark in the delivery pipe layout as directed/as per drawing along with HD GI flange, pipe jointing set and painting in complete as directed 150 mm dia
1
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16621.82
Fabricated Heavy duty GI bend conforming to IS -1239 (part-I)2004 with GI flange at both end(GI flange having 8 Nos hole as per BSS 10 part I table D of size 150 mm dia x 90°
1
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4600
Fitting-fixing of MS / GI bend of 150 mm dia. x 45° / 90° / 120° with GI / fabricated GI pipes with flange at both end and pipe jointing sets, including painting as per drawing / specification as directed.
1
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3621.82
Fitting fixing of MS /GI Tee of 150 mm dia with GI /fabricated GI pipes with flange at three end and pipe jointing sets, including painting as per drawing & specification as directed.
1
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3621.82
Supply fitting fixing of surge tank of size 900 mm diax1250 mm long made of 4 mm MS plate with raiser assembly of size 75 mm dia x 6.0 M long and S-bend of size 200 mm x 1600 mm L made of 4 mm MS plate including painting the above with one coats successive synthetic enamel/bituminous black paint and made provision for mounting the Surge tank on a specific CC foundation by nuts and bolts of suitable size as per drawing & specification as directed
1
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141855.31
ELECTRICAL PART (HIGH TENSION LINE)
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-
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Alignment of HT Line- Surveying and finalising the suitable tapping point in existing nearby 11 KV line in consutation with APDCL and Departmental Officers, marking the alignment of line considering Right way, feasibility etc. as required and as directed for first 500 M
1
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6053.4
Jungle Cutting - Jungle cutting including cutting of branches of tress and reclining Bamboos along the alignement of the overhead line providing clearance 1.5 M either side and above the line as directed. Clearance must be ensured at the time of charging the line
400
-
47.2
Supplying and erection of PSC Pole- Supplying and erection of PSC Pole conforming to IS 1678 of standared dimension and of following lengths for overhead electric lines including digging of earth pit (0.75 m x 0.5 m) to a depth 1/5th of the pole length with a PCC base plate of size 60 cm x 60 cm x 12 cm at bottom refilling as specified with hard ramming as directed Pole length 8.5 Mtres- with Boulder (size 150 mm to 200 mm) packing refilling the voids with hard soil for 6 or more poles
12
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15009.6
Supplying and erection of GI T Cross arm for 11 KV line on PSC poles along with clamps Nuts & Bolts including drilling of necessary holes as directed
11
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2092.14
11KV HT Stay Set- Supplying and erection of 11 KV HT Stay set comprising of stay Rod , Anchor plate Bow, Thimble etc. in 1:3:6 CC foundation including supply and erection of 7/10 SWG GI Stay wire and 11 KV Guy Insulator complete including excavation, refilling with hard soil and hard ramming as directed
2
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5540.1
Supply and erection of GI Stay wire 7/10 SWG along with 11 KV Guy insulator, binding to existing 11 KV Stay set and the GI Pole clamp, tightening to required extend as directed
40
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292.64
Polymeric 11 KV Pin Insulator- Supplying and erection of 11 KV polymeric pin insulator 5 KN on T Cross Arem along with GI Pin , GI Nuts & Bolts including Drilling of Holes as directed
33
-
767
Conductors- Supplying Laying and erection of conductors of following size and specification for overhead line, binding to insulators and tensioning with Uniform standared Sag including Jumpering connections as directed for AAA weasel conductors
1250
-
92.04
Supplying and erection of 11 KV polymeric Disc insulator 45 KN on existing Hardware Fitting on cross arm as directed
9
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792.96
Supplying and erection of cross bracing sets for 11 KV line on DP (Double pole) structure comprising of 2 (two) Nos. of MS angle of size 50 mm x 50 mm x 6 mm x 2200 mm fitted horizontally along with MS pole clamps, Nuts and washer duly painted with anti corrosive primer and aluminium paint including drilling of necessary holes as directed
2
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9475.4
Supplying and erection of MS angle cross arm on poles along with clamps, Nuts & bolts duly painted with Anti corrosive primer and Aluminium paint including drilling of necessary holes as directed for size
50 mm x 50 mm x 6 mm x 2200 mm long
4
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2376.52
ELECTRICAL PART (Sub-station & LT installations)
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Lightning Arrestor -Supplying and Erection of Metal Oxide gapless Lightning Arrestor of following specification on MS Channel with Clamps, Nuts & Bolts including drilling of holes and making of necessary connection with Line Conductors as directed for 9 KV 5 KA with polymer body
3
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3490.44
Supplying, Fitting and Erection of 3-φ 11 kV Gang Operated (G.O.) Air Break Switch having nominal System Voltage of 12 kV, rated Voltage 11kV,ratedFrequency60Hz,andpeakcurrentinclosedposition 46 kA, conforming to IS2544, IS5340(Part-III) andIS 9921(Part I to V) suitable to opearate in all climatic condition of following current ratings on existing Channels complete with Operating Pipe and Handle including making of necessary Electrical Connections as directed for 200 Amps
1
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18572.02
Supplying & Erection of pipe earth station including supply of all materials with GI pipe of following size perforated all over the body with 12 mm dia hole at standard spacing with necessary reducing socket, locking arrangementwith hinge cover plate, funnel G nuts & bolts etc with necessary anclosure on the top including excavation and refilling as required and as directed for earth station with 40 mm dia x 4.5 mtr long GI pipe
1
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10463.06
Supplying & Erection of pipe earth station including supply of all materials with GI pipe of following size perforated all over the body with 12 mm dia hole at standard spacing with necessary reducing socket, locking arrangementwith hinge cover plate, funnel G nuts & bolts etc with necessary anclosure on the top including excavation and refilling as required and as directed for earth station with 40 mm dia x 4.5 mtr long GI pipe
6
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10217.62
Iron Angle stand for Capacitor Bank- Supplying fabrication and erection of angle stand for erection of LT power capacitor made of MS angle of size 30 mm x 30 mm x 5 mm with 4 Nos legs 400 mm high and cross pieces bakelite sheet Horizantal platform as directed size of the frame (900 mm x 300mm) x 400 mm
1
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9109.6
LT Capaitor Bank- Supplying fitting fixing of LT Power Capacitor 415 Volt AC 3 Ф (single unit) of following KVAR rating and making connections with Bushbar in the existing Panel. The capacitor is to be placed in existing Platform 10 kVAR
1
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6053.4
LT Feeder Panel- Supplying including erection of powder coated LT feeder panel for 25 kVA DTR (800mm x 1000 mm x 400mm) made of 16 SWG CR sheet and 40mm x 40mm x 6mm MS angle having CR sheet roofing containing Cu Bushbar and 1 No. 63 A 415 V FP MCCB making necessary connection through copper cable complete as directed
1
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49524.6
Testing and commissioning of the HT line - Testing & commissioning of the 11 KV line including making payment for necessary inspection fee and obtaining charging approval from competent authority (Electrical Inspectorate) as directed for 400 Mtr
1
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8399.24
Supply and Laying of 3 core PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor in existing open trench/in air inluding fixing with necessary clamps etc in wall/pole/other support including end termination with brass compression gland and cable lug as required as directed of size (A ) Size : 35 sqmm x 3 core (single line)
20
-
697.38
Security Fencing Around Substation- Providing security fencing around the S/S with GI chain link net, woven with 10 SWG wire with mesh 7.5 cm x 7.5cm to be erected on GI angle 40 mm x 40mm x 5 mm with necessary CC grouting, with a fencing height of 1.8 mtr, having a hinged door, fabricated with flat GI strip boundary and cross bracing , complete including supply of all materials, excavation refilling etc as required and as directed
26
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1659.08
ELECTRICAL PART (New Panel Board )
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Supplying, installation, testing & commissioning of indoor type floor mounted, cubicle type compartmental, dust and vermin proof (as per IP-54) main LT Control Panel Board of following capacity combination and of given size, made out of 16 SWG CR Sheet and 40mmх40mmх6mm angle having four nos. of legs 400 mm long at the bottom, with folded and welded construction having dismantling doors at the back, surface chemically treatedand Siemen's grey powder coated, containing Al. strip busbar havingminimum current density of 1.2 Amp/mm2 R-Y-B-N colour coded with heathrinkable insulating sleeves containing all incoming and outgoing electricalaccessories as specified, neatly installed and internally wired with bestquality multi-strand, PVC insulated Single core unsheathed, HRFR copperwire (switch gears above 100Amp rating to beconnected to busbar throughAluminium strip of suitable size) having cable incoming & outgoingprovision at the bottom through gland plates complete including necessaryexcavation of trench and C C Work as directed Main LT Panel Board Suitable for operation of 1 × 20 HP Pumpset Size : 800 mm(B)× 1000 mm(H)× 400 mm(D ITEM 1.1.1(A) Main LT Panel Board Suitable for operation of 1 × 20 HP Pumpset
Size : 800 mm(B)× 1000 mm(H)× 400 mm(D)
Electrical accessories :-
1. 1 No, FP, 415 V 63 Amp MCCB with Short Circuit & Overload Protection, Breaking Capacity 35 / 36 KA - 1 No
2. TP, 63A, 415V , AC Motor Control Switch(SDF) with 63A HRC Fuse - 1 No
3. Air Break Contactor, TP 32 A, 415 V, AC for Capacitor Duty - 1 No
4. TP, 415V 32 Amp, MCB for Power Capacitor - 1 No
5. M.I. Voltmeter, 0-500V, 1% accuracy 96mm х 96mm size - 1 No
6. Voltmeter Selector Switch, 4 position, 10/15 Amp - 1 No
7. M.I. Ammeter, CT operated, 1% accuracy 96mm х 96mm size 0 -60 Amps - 1 No
8. Ammeter Selector Switch, 4 position, 10/15 Amp - 1 No
9. Analog Power Factor Meter, 96mm х 96mm size 1% accuracy - 1 No
10. Current Transformers for metering purpose Accuracy Class I CT ratio 60/5 - 6 Nos.
11. LED type Pilot Indicating Lamp 25 mm - 3 Nos.
12. DP, 250V, 16A, MCB with breaking capacity 10kA for lighting purpose - 1 No
13. SP, 250V, 1A, MCB with breaking capacity 10kA for meter protection -3 Nos.
14. Aluminium Busbar, 25 mm × 5 mm -1 Set
15 On and Off Push Button Switch -1 Set
1
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95745.2
ELECTRICAL PART (Erection of 25 KVA Transformer)
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-
-
Erection of Transformer
Supply including erection of 5 star ON-AN (oil natural,air natural) cooled Al/Cu-wound distribution transformer conforming to IS specifications 2026 (with latest amendments) with all standared accessories erected on double pole structure/transformer pad including transportation and handling, loading and unloading etc securing it on existing channel firmly with necessary clamps, nuts & bolts, as required and making necessary connections on HV and LV sides as directed (Cost of DP structure/Pad extra)
Capacity 25 KVA, 11KV/0.433KV(4 star Dyn) Al wound (a) Cost Including supply of transformer
1
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185743.8
Load security to be deposited to APDCL
18
-
2832
LT Whole Current Energy Meter- Erection Commisioning LT whole Currennt Electronic Energy Meter including making necessary payment to APDCL for energy meter cabinate meter security etc as required and as directed
1
-
40002
Supply and fitting of 11 KV Danger Plate as per IE rule
3
-
135.7
Testing and commissioning of the substation alongwith obtaining necessary approval for charging from competent authority including payment of inspection and as directed for following KVA capacity 25 KVA, 11 KV/0.433 KV
1
-
18585
DOCUMENTATION-
Liasoning with APDCL, Forest Department, Electrical Inspectorate etc right from start till commissioning of the HT Line/Substation, preparation of all necessary documents like agreement and affidavit required for new power connections, obtaining No Objection certificate from forest department where necessary complete all arrangement for charging the installation as required and as directed
1
-
12980
Final Survey
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-
-
Item No. 1 (4.7) : Carrying out block contour survey of the commanded area covering stream, dong, channel, road etc. and the whole area considering square block system and spot system and spot levels are to be within 30 M x 30 M for preparation of contour including clearing light jungles, chaining, pegging holding staff, umbrella and compass lining etc. where required, complete as directed.
25
-
2030.97
Item No. 2 (4.5 -iii ) : Supplying sal wooden peg of different sizes including pointing one end etc. complete as directed.
10
-
1323.31
Item No. 3 (4.10) : Supplying sal wooden hammer of of size 15 cm x 10 cm with 45 cm long & 5 cm wooden handle etc. complete as directed.
2
-
948.74
Control Room
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-
-
Item No 1 (2.6 ) Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
5.27
-
218.45
Item No 2 ( 6.12 ) :: Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : ( I ) 6.12. 1 Cement mortar 1:3 (1 cement : 3 coarse sand)
15.18
-
917.52
Item No 3 (4.1.6 ) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1.03
-
7092.47
Item No 4 (5.22 ):: Item no.4: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
32.04
-
95.32
Item No 4 (5.22 ):: Item no.4: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. .22.1. A Mild steel and Medium Tensile steel bar 6mm dia. For stirrup
9.5
-
94.58
Item No 5 (5.22 A ) :: : Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
73.01
-
95.32
Item No 5 (5.22 A ) :: : Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22.1. A Mild steel and Medium Tensile steel bar 6mm dia. For stirrup
33.26
-
94.58
Item No 6 (5.1.3 ) : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
1.06
-
8448.6
tem No 7 ( 5.2.2 )Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
10.53
-
10829.76
Item No 8 (5.9.) :Centering and shuttering including strutting, propping etc. and removal of form for Item No 9 (5.9.1) : Foundations, footings, bases of columns, etc. for mass
concrete
5.4
-
327.44
Item No 9 (5.9.5) : Lintels, beams, plinth beams, girders, bressumers and cantilevers
9.97
-
646.85
Item No 9 (5.9.6) : Columns, Pillars, Piers, Abutments, Posts and Struts
11.28
-
855.16
Item No 10 (6.1): Brick work with common burnt clay modular FPS (non Modular)bricks of class designation
7.5 in foundation and plinth in:
2.13
-
7317.63
Item No 11 (2.25 ) : :Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
3.11
-
270.02
Item No12 (6.4 ):- Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in
1.67
-
9050.91
Item No 13 (13.1.1): 12mm cement plaster of mix
14.95
-
313.51
Item No 14 (13.2.1): 15 mm cement plaster on rough side of single or half brick wall of mix
14.95
-
361.2
Item No 15 (13.7.1): 12 mm cement plaster finished with floating coat of neat cement of mix.
7.17
-
397.83
Item No 16 (11.5) :62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener
mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
6.3
-
987.43
Item No 17 (13.81 ): Distempering with 1st quality acrylic distemper, having VOC (Volatile
Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats
1.6
-
95.75
Item No 18 :: (2.25 ) : :Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
90
-
270.02
Construction of Underground PVC Pipe Distribution System
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-
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tem No. 1 (6.7-A): Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified.
763.9
-
693.77
Item No. 2 (19.1) : Supplying, fitting, fixing PVC Pipes (IS 12818, 6 kg/cm2), joining pipes with relevant cement, levelling, testing leakages etc. complete as directed. (Cost of E/W foundation trenches will be paid separately). 160mm dia Main Line
615
-
1550.02
Item No. 2 (19.1) : Supplying, fitting, fixing PVC Pipes (IS 12818, 6 kg/cm2), joining pipes with relevant cement, levelling, testing leakages etc. complete as directed. (Cost of E/W foundation trenches will be paid separately). B) 110 mm Dia Branch Line
773
-
734.4
Item No.3( 19 13.3-iii) : Supplying, fitting, fixing PVC unequal tee joining with pipes with solvent cement, testing leakages etc. complete as directed.
13
-
1360.99
Item No. 4 (19.4-i) : Supplying, fitting, fixing PVC reducer joining with pipes with solvent cement, testing leakages etc, complete as directed.
2
-
655.57
Item No. 5 (19.5-ii) : Supplying, fitting, fixing PVC bend pipe size joining with pipes with solvent cement, testing leakages etc, complete as directed.
1
-
1952.8
Item No. 6 (19.9-i) : Supplying, fitting, fixing, joining of PVC end cap fitting with solvent cement as per specification including local carriage, testing leakage etc. complete as directed.
15
-
359.85
Construction of Spout Chamber ( 15 Nos.)
-
-
-
Item No. 1 (6.7-A): Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified.
11.76
-
693.77
Item No. 2 (10.3 ) : C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).
3.52
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9346.64
Item No. 2 (13.1) : 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc.including racking out joints and curing etc. complete. (In proportion 1:4)
7.35
-
12855.31
Item No. 4 (14.2-ii ) : 12 mm cement plastering including clearing surface and curing complete as directed. In prop. 1: 4
58.1
-
281.89
Item No. 5 (19.7) : Supplying, fitting, fixing 110 mm dia PVC Rising pipe from the toe of main line including local carriage, testing leakage etc. complete as directed.
15
-
1183.92
Item No. 6 (19.5-i) : Supplying, fitting, fixing PVC bend pipe size joining with pipes with solvent cement, testing leakages etc. complete as directed.
15
-
836.52
Item No. 7 (19.1-i): Supplying, fitting, fixing PVC pipes (IS 12818, 6 kg/cm2), joining pipes with relevant cement, levelling, testing leakages etc, complete as directed. (Cost of E/W foundation trenches will be paid separately).
18
-
734.4
Construction of Discharge Tank
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-
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Item No. 1 : Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified
1.89
-
693.77
Item No.2: Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing
4.73
-
802.2
Item No. 3 : C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).
0.71
-
9346.64
Item No. 4 : 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc.including racking out joints and curing etc. complete. (In proportion 1:4)
1.31
-
12855.31
Item No. 5 : 12 mm cement plastering including clearing surface and curing complete as directed. In prop. 1: 4
13.33
-
281.89
Supporting Pillar
-
-
-
Item No 1 :: Item No 1(2.6 ) Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
4.41
-
218.45
Item No 2 :: ( 6.12 ) :: Half brick masonry with common burnt clay F.P.S. (non modular) bricks
of class designation 7.5 in foundations and plinth in : ( I ) 6.12. 1 Cement mortar 1:3 (1 cement : 3 coarse sand)
2.43
-
917.52
Item No 3 ::. (4.1.6 ) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources
0.24
-
7092.48
Item No 4 :: (5.22 ):: Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
46.11
-
95.32
Item No 4 :: (5.22 ):: Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. .22.1 Mild steel and Medium Tensile steel bar 6mm dia. For stirrup
7.72
-
94.58
Item No 5 :: (5.9.) :Centering and shuttering including strutting, propping etc. and removal of form for
8.02
-
327.44
Item No 6 :: (5.1.3 ) : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
0.85
-
8448.61
Construction of Sign Board
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-
-
Item No. 1 : Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10 m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed.
1
-
12748
Forest royalty 4% on Total amount exclusive of GST
1
-
191606.48
Add 10 % MMDRR on forest royalty
1
-
19160.65
Add 10 % DMFT on forest royalty
1
-
19160.65
Add Labour Cess 1% on Gross total
1
-
58823.19
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