Irrigation Department Tender
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Costs
EMD
₹ 1,28,724Document Cost
₹ 1,500Tender Fee
Refer Documents
Summary
Lis From River Burhidihing At Romai Ghat Under Sopd-g For The Year 2023-24
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_ID_35954_1Bid Award Id
ViewTender No
NIT NO. 07/2023-24Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://assamtenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Supplying wooden hammer of size 15 cm x 10 cm with 45 cm long & 5 cm wodden handle etc, complete as directed
1
-
958.23
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Supply, Installation and Comisioning of Pontoon and Pump set along with anchoring devices.
-
-
-
... More
HDPE pontoon : Supply and Installation of HDPE pontoon is suitable for 1 Nos. of vertical submersible Pump set of 10/20HP. Consist of follwing items;
1.Pontoon Size-3 x 3 mtr
2.Submersible pump cage.
3.Anti-skidding top surface of MS
4.Chain pulley mounting structure
5.Safety railing
6.Hardware - SS304
7. MS Part Painting - PU
1
-
617362.5
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Supply of Pumps Set along with accessories : Submerged Centrifugal pump set of reputed brand and should conform to I.S. Specification of 20 HP with 60LPS minimum discharge at 10.00 mtr head (approx), working efficiency at head range 6.00 to 15.00 mtr for both horizontally bottom rested in water body or horizontally suspended in water body from floating barge or pontoon, having Class-F or appropriate class insulation conforming to relevant I.S to be connected to power source 400/440V, 50 Hz, 3 Ph complete with 415V, 50 Hz, 3 Ph automatic star Delta/ oil immersed type starter /ATS with protection AS PER lp 68 against under voltage, overload etc in sheet enclosure, coupling H.D. base, frame, fitted in accurate alignment along with load chain for anchoring in complete and panel board for operation of the pump set. ( Rate per Pump set including starter & Panel)
1
-
737300
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Installation and Commissioning of Pumps Set : Installation of 10 H.P/20 H.P. Submersed Centrifugal Pump set horizontally bottom rested in water body or horizontally suspended in water body from floating barge or pontoon platform including fitting, fixing of all necessary accessories and transportation of all materials from Sub-Divisional Head Quarter to the Site. [Size: 150 mm(suction) x 150 mm dia. (delivery) of 60 LPS minimum discharge at 10.00 Mt head coupled with 3 ph, 415 V, 50 Hz, 1000 RPM Submersed/ ARS motor of complete Pumpset. The job includes necessary connection to starter, motor, etc. and installation of Pump set, etc. in proper position with accurate alignment including testing & commissioning at site at full load condition with all works complete as directed.
1
-
38308.01
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Anchoring of Pontoon : Supply and Installation of Anchoring device for Pontoon
2
-
51553.43
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Supporting Pillar : Base pillar for support pontoon anchoor.
2
-
35034.88
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Estimate for Construction of Rest Room
-
-
-
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Earth work in excavation for foundation trenches including filling up sides of trenches and removal of spoils after completion of foundation , dressing, ramming, shoring etc. complete including bailing out water where necessary in ordinary soil.
1.71
-
386.25
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CC Work in proportion 1:3:6 in foundation /abutment/ pier/wing walls etc. with hard broken stone aggregate of size 13 to 38 mm including curing with necessary shuttering , Scafolding etc. where necessary, complete as directed. (shuttering where necessary shall be measured and paid separately).
0.43
-
9536.11
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Fitting-fixing of MS/ GI bend of 80/100 mm dia x 450 /900 /1200 with GI/ fabricated GI pipes with flange at both end and pipe jointing sets, including painting as per drawing & specification as directed.
2.78
-
13115.9
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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
2.15
-
402.31
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River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc,complete as directed as specified.
3.1
-
2066.17
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Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed.
0.7
-
13261.44
... More
Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).
6.23
-
554.36
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CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate 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)
0.57
-
10338.72
... More
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)
2.33
-
13115.9
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12 mm cement plastering including clearing surface and curing, complete as directed. b) In cement mortar 1:4
46.06
-
287.6
... More
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
49
-
84.84
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Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
0.63 mm thick with zinc coating not less than 275 gm/ m²
12.58
-
1061
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Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top/centre hung , with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted,including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
35.42
-
190.56
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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.
29.1
-
100.62
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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.
5.63
-
818.46
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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.
5.69
-
1007.45
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Drawl of HT Line and LT panel Board
-
-
-
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Provisional estimate for 11/0.43, 25 KVA Pole mounted Sub-Station including complete commissioning of the scheme (Line Length=1000 Mtr)
-
-
-
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Provisional estimate for 11/0.43, 25 KVA Pole mounted Sub-Station including complete commissioning of the scheme (Line Length=1000 Mtr) (B) For every subsequent 100 M beyond 500 M Length
5
-
1191.8
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Jungle cutting including cutting of branches of trees and reclining Bamboos along the alignment of the overhead line providing clearance 1.5M either side and above the line as directed. Clearance must be ensured at the time of charging the line
10
-
47.67
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Supplying & Erection of PSC Pole conforming to IS 1678 of Standard Dimension and of following lengths for overhead Electric Lines including digging of Earth Pit (0.75m × 0.5m) to a depth ⅕th of the Pole Length with a PCC Base Plate of size 60 cm × 60 cm × 12 cm at the bottom, refilling as specified with hard ramming as directed. 9.75 Metres ( (a)for 6 or more poles) (I) Refilling with Hard Soil :-
33
-
17042.74
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Supplying and erection of MS Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with Clamps, Nuts & Bolts duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed a)75mmX40mmX6mmX2200mm
12
-
3030.75
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Supplying and erection of GI Angle Cross Arm on Poles along with GI Clamps, GI Nuts & Bolts including drilling of necessary holes as directed Size 50mm × 50mm × 6mm, 2200 mm long
7
-
2471.79
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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
22
-
2113.06
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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 × 50 mm × 6 mm × 2200 mm fitted horizontally and other 2 Nos. 3200 mm long fitted diagonally along with MS Pole Clamps, Nuts Bolts and washer duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed
5
-
9570.15
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Supplying and Erection of 11 kV HT Stay Set comprising of 19mm dia × 1.8 m Stay Rod, Anchor Plate, Bow, Thimble etc. including supply and erection of 7/10 SWG G I Stay Wire and 11kV Guy Insulator complete including digging of Earth Pit of size (0.9m × 0.9m) to a depth of 1.4 Metre, placing the Stay Rod with Plate, fixing thimble, bow etc. with Boulder packing (size 150mm to 200mm) and hard ramming to fill up half the pit and filling with hard soil packing upto the Ground Level as directed (A) In Hard Soil with Boulder
5
-
3737.48
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Supplying and Erection of 11 kV Polymeric Disc Insulator 45 kN on existing Hardware Fitting on Cross Arm as directed
24
-
800.89
... More
Supplying, Laying and Erection of Conductors of
following size and specification for Overhead Line, binding to Insulators and Tensioning with Uniform Standard Sag including Jumpering connection as directed. 6.7.2 ACSR Conductors (D) ACSR Raccoon Conductor
3000
-
190.69
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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 11 kV, rated Frequency 60 Hz, and peak current in closed position 46 kA, conforming to IS 2544, IS 5340(Part-III) and IS 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. 400 Amps
1
-
23887.25
... More
Supplying and Erection of 3-φ 11 kV Drop Out (D.O.) Fuse Unit rated voltage 11 kV R.M.S. To 12 kV R.M.S., highest System Voltage 12 kV, each pole consisting of Polymeric insulator, all current carrying parts made of a highly conductive copper alloy and contact portion are silver plated for corrosion resistance and efficient current flow and the fuse tube made of fibre glass coated with ultraviolet inhibitr on the outer surface and having Arc Quenching bone fibre liner inside conforming to IS 9385/1983 of following current ratings on existing Channels complete with Barrel Fuse and making of necessary Electrical Connections as directed. (150 amp)
3
-
10567.69
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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. 9 kV, 10 kA with Polymer body
3
-
8263.94
... More
Supply & Erection of C.I. Earth Pipe 100 mm dia × 2.5 Metre long perpendicular to the ground including digging of Earth Pit, putting Salt and Charcoal in alternate layers surrounding the pipe along with
fitting of hinged CI top Cover Plate and necessary C.C. work as directed
5
-
6028.12
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Supply & Erection of G.I. Earth Wire and Earthing of different Substation Items by connecting the existing Earth Pipes with G. I. Lugs as directed. 6 SWG G.I. Wire
60
-
57.44
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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 standard 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, 11 kV/0.433 kV (5 Star Dyn) - Al wound (A) Cost including Supply of Transformer
1
-
187601.24
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Supply & Erection of Anti Climbing Barbed Wire on Poles at a height of about 3 Metres and covering a length of 1.5 Metre as directed
33
-
378.99
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Supply including Laying of PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor of size 35 Sq mm × 3 core in single line, Conforming IS 7098(Part I) 1988, direct in ground including digging of tren ch of 0.3 Mtr wide × 0.75 Metre deep including Sand Cushioning (7.5cm + 7.5cm) and refilling alongwith fitting, fixing of Brass Compression Gland and Aluminium Cable Lug etc. as directed
15
-
864.05
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Danger plate suitable for 11KV line conforming to IS:2552/1963 of size 200mmX200mm
8
-
143.01
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Providing Security fencing around the S/S with GI chain link net, woven with 10 SWG wire with mesh 7.5cm × 7.5cm to be erected on GI angle 40 mm × 40mm × 5mm, with necessary C C 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 reqd and as directed.
14.4
-
1675.67
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Testing and commissioning of the Substation alongwith obtaining necessary approval for charging from competent authority including payment of Inspection Fee, Arranging for Test Report etc. as required and as directed for following kVA Capacity : 25 kVA, 11 kV/0.433 kV
1
-
18770.85
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Liaisoning 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 Connection, obtaining No Objection Certificate from Forest Department where necessary complete all arrangement for charging the Installation as required and as directed.
1
-
13109.8
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Supplying including fitting, fixing & connection of three Pole(TP) 415 V, AC MCCB of following current ratings as main incomer in already fabricated LT Control Panel Board Housing along with Lugs, Connecting Cable and all other necessary materials for connections as directed 400 Amp, Breaking Capacity 35/36 kA
1
-
57623.53
... More
Erection & Commissioning LT Whole Current Electronic Energy Meter including making necessary payment to APDCL for Meter Cabinet, Meter Security etc as reqd and as directed.
1
-
40402.02
... More
Load Security to be paid to APDCL (Approx.)
15
-
2145.24
... More
LT control panel
-
-
-
... More
EARTHING
-
-
-
... More
Supply & Erection of C.I. Earth Pipe 100 mm dia × 2.5 Metre long perpendicular to the ground including digging of Earth Pit, putting Salt and Charcoal in alternate layers surrounding the pipe along with fitting of hinged CI top Cover Plate and necessary C.C. work as directed
1
-
6028.12
... More
Supply & Erection of G.I. Earth Wire and Earthing of different Substation Items by connecting the existing Earth Pipes with G. I. Lugs as directed. 6 SWG G.I. Wire
15
-
57.44
... More
SAFETY MATERIALS
-
-
-
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Black/Red Electrical registance rubber sheet one side chequrred & other side with cloth finished tasted upto 15KVAR as per ISS of ISI approve 1.81 mtr (L)X0.9mtr (B)X10mm(T)(persident or eqivelent make)
1
-
547.04
... More
Electricaly Tested Rubber Hand Gloves as per IS Specification No.47701968/1991 up 11 kv
1
-
655.49
... More
Supply, Laying & Installation Delivery Pipes & Accessories Including Surge Tank
-
-
-
... More
CIDF sluice valve : 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 Size : 150 mm dia.
4
-
16081.04
... More
CIDF Reflex Valve : 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 material, construction and all components should strictly conform 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. Size : 150 mm dia.
1
-
16788.04
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Supply of Flexible rubber hose pipe as per construction schedule with required nos. of wire reinforcement inside at different layers, without / with MS built in type flange coupling on both ends having drilled as per BSS No. 10, Part - I, Table - D. The hose pipes should be capable of withstanding a pressure equal to 1.5 times the designed working pressure without failure as per IS : 443-1975 and also withstand vacuum drawn upto 625 mm of mercury (approx.). The schedule of construction of the hose pipe should conform to IS : 3549-1983. (With MS built in type flange) 150 mm nominal dia X 4.5 mtr in length
5
-
20856.5
... More
Fitting, fixing and laying of G.I. Pipes with Accessories:
Laying, fitting, fixing and connection of suction pipe line for each pump set with 150 mm dia. G.I. pipes of different length, fabricated G.I. pipes with different length, fabricated bends, tapper including foot valve for suction side. Reflex valve, sluice valve for delivery side of each pump set with 125/150 mm dia. G.I. pipes with different length, bends, fabricated G.I. pipes with different length as per drawing. The joints should be with the best quality pipe joining sets of required size comprises of 60 mm thick black moulded rubber gasket, necessary nuts, bolts and washer. Every joint should be leak proof and should be completed in all respect from foot valve to the pump flange for suction side and from delivery flange is the water flow through at proper F.S.L for the delivery side. The pipes lines with accessories must be proper painting.
2
-
976.82
... More
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.
2
-
5793
... More
Providing, fitting, fixing and erection of pipe supports for each pipeline at on interval of 3.00 Mtr. (approx) made of M.S. channel (ISMC 75) 1.50 Mtr. height with angle bracing erected on CC block of size 0.45mX0.30mX0.60m below ground.
1
-
4492.79
... More
Supply of G.I Equal Tee of 80/ 100 mm Dia. Complete as directed.
(Rate As per Market)
1
-
3030
... More
Fitting-fixing of MS/ GI Tee of 150 mm with GI/ fabricated GI pipes with flange at three end and pipe jointing sets, including painting as per drawing & specification as directed
1
-
3658.04
... More
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
-
3658.04
... More
Surge Tank : Supply, fitting-fixing of Surge Tank of size 900 mm dia x 1250 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 mmL made of 4 mm MS plate including painting the above with one coat of synthetic enamel primer followed by 2 (two) coats of successive synthetic enamel/ bituminous black paint and made provision for mounting the surge tank on a specified CC foundation by nuts & bolts of suitable size as per drawing & specification as directed.
1
-
143273.86
... More
Underground PVC Pipe Distribution System
-
-
-
... More
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. In ordinary soil
407.29
-
700.71
... More
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).
-
-
-
... More
A) 160mm dia
720
-
1565.52
... More
B) 110mm dia
1090
-
741.74
... More
Supplying, fitting, fixing PVC unequal tee joining with pipes with solvent cement, testing leakages etc. complete as directed.
14
-
1374.6
... More
Supplying, fitting, fixing PVC reducer joining with pipes with solvent cement, testing leakages etc, complete as directed.
1
-
662.13
... More
Construction of Spout Chamber ( 15 Nos.)
-
-
-
... More
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
-
1195.76
... More
Supplying, fitting, fixing 110 mm dia NTP valve at the top of PVC rising pipe of spout chamber as per specification including local carriage, complete as directed.
15
-
3741.83
... More
Supplying, fitting, fixing PVC bend pipe size joining with pipes with solvent cement, testing leakages etc. complete as directed.
15
-
844.89
... More
Supplying, fitting, fixing PVC Pipes (IS 12818, 4 kg/cm2), joining pipes with relevant cement, levelling, testing leakages etc. complete as directed. (Cost of E/W foundation trenches will be paid separately).
3
-
741.74
... More
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 mentioned in the approved drawing and complete as directed and specified.
(A) In ordinary soil
0.38
-
700.71
... More
CC work in proportion 1:2:4 in foundation / abutment /piers / wing walls etc. with hard broken stone aggregate of size 6 mm to 20 mm including curing with necessary timber shuttering, scaffolding where necessary
complete as directed. (Shuttering, scaffolding cost will
be paid separately).
1.1
-
10598.47
... More
CC work in proportion 1:3:6 in foundation / abutment /piers / wing walls etc.with hard broken stone aggregate 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).
0.75
-
9440.11
... More
Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to
be taken on the face area timbered
11.78
-
548.78
... More
Construction of Boundary Wall
-
-
-
... More
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.
3.14
-
707.83
... More
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.
3.14
-
818.46
... More
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).
0.23
-
9536.11
... More
R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).
1.19
-
9993
... More
Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).
-
-
-
... More
Shuttering (Column)
12.64
-
554.36
... More
Shuttering (Beams) with out props
7.38
-
225.43
... More
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
0.44
-
13115.92
... More
2 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4
25.5
-
287.6
... More
Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed.
2.31
-
13261.44
... More
Chain link fabric fencing mesh of size 50x50 mm made of G.I. wire of dia 4 mm
15.3
-
325.46
... More
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
68.7
-
154.38
... More
Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed.
15
-
461.17
... More
Construction of Signboard
-
-
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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 2.10m 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. (As per approved rate of CE))
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12875.48
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