Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date21 Dec 2024
Closing Date10 Jan 2025
Tender Amount₹ 97,41,000
Costs
EMD
₹ 1,94,820Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHED_41546_1Tender No
SEPH/GC/TB-152/Vol-V/2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phe.assam.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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8.1.4: Transportation of all store materials like pipes, strainer, cone, socket, clamp, bentonite etc. from Divisional Head Quarter to worksite to and fro including cost of P.O.L. all complete as directed.
(a) Upto 100.00 Km distance from Divisional H.Q.
30
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8.1.5: Transportation of air compressor from the Divisional Head Quarter to the drilling site with all accessories including cost of P.O.L. all complete as directed.
(a) Upto 100.00 Km distance from Divisional H.Q.
30
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8.1.6: Transportation of P.O.L. all complete as directed.
1000
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8.1.7: Construction of temporary accommodation and low cost sanitary facility for drilling staff including cost of camp materials viz. cots, tables, chairs, utensils, dresses, safety helmets etc. and dismantling the accommodation after completion of the work all complete as directed.
1
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8.1.8: Providing water supply facilities at drilling site all complete as directed.
(a) By installing 1 Nos. of Singur hand pump
1
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8.3.1: Drilling with drill bit in overburden portion of soil formation including collection of soil sample at every 3.0 m depth wherever there is a change of strata in sample boxes with distinguishing marks upto the depth of rock formation and withdrawing the drill bit for lowering casing as directed with 245mm to 300 mmm dia drill bit
21
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8.3.2: Casing / sinking / lowering of 200 mm dia MS pipe including cost of pipe and labour charge for casing, welding of joint by welding machine and sinking by drilling rig in portion all complete as directed by department.
21.6
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8.3.3: Drilling with drilling rig using D.T.H. in all kinds of rock formation including collection of sample at every 3.0 m depth of boring or wherever there is a change of strata in sample boxes with distinguishing marks upto a required depth of boring along with breaking rock fracture for desired discharge, withdrawing drilling rod and finishing the borehole by ramming upto a reqired dia upto the bottom and washing the well as per direction of the department all complete including testing of yield and drawdown of SWL of the DTW in presence of Engineer / incharge with submission of all report and lithology of the well as directed by the department.
268
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AoR: Supplying, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting & threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work & refilling, etc. respectively all as directed by the department. 40 mm dia
60
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9.6.4: Labour charge for carrying providing and fixing full way wheel valve of approved quality with supplying jointing materials all complete as directed.
a) 40mm dia
1
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7.1: Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
7.1.3: Above 95 sq. mm and upto 185 sq. mm
70
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Market Price: TEXMO/AQUATEX/AQUA GROUP MAKE SUBMERSIBLE PUMPSET 7.5 HP PUMPSET INCLUDING CABLE PANEL BOARD/CLAMP/BORE COVER/C.I ADUPTER/WIRE ROPE /PIPES & ETC. UPTO 20NOS PIPE
1
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10.7.1: Labour charge for installation of Submersible pump set including supplying, carrying, fitting and fixing suction pipes of required length with G.I. Specials such as socket, bend, G.I. flange, M.S. Clamps and necessary jointing materials including commissioning and testing the pump but excluding only the cost of column pipe all complete as required as directed (upto 30.00m depth) (c) (i) 50 mm dia column pipe upto 30 m depth
1
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10.7.1: Labour charge for installation of Submersible pump set including supplying, carrying, fitting and fixing suction pipes of required length with G.I. Specials such as socket, bend, G.I. flange, M.S. Clamps and necessary jointing materials including commissioning and testing the pump but excluding only the cost of column pipe all complete as required as directed (upto 30.00m depth) c) (ii) 50 mm dia column pipe beyond 30.00m depth extra charges.
90
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8.1: Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
8.1.1: Upto 120 sq. mm
130
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18.3: Providing and fixing Polyethelene-Aluminium- Polyethelene PE-ALPE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in charge.
18.3.6: 4050 (50 mm OD ) pipe
18
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Aanlysis of Rate: Providing, Supplying, fitting, fixing, testing & commissiong of 10 HP three Phase Centrifugal monoblock pump set (Crompton Greaves/ Aquatic/ CRI/ V-Guard make) 2900 rpm A class insulation with Star delta Starter ( Crompton Greaves/ Control & Switch Gear/ BCH/ L& T / Siemens make) Fully Automatic citation including carriage of pump, Motor & other accessories to the site as directed by the Department.
1
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Aanlysis of Rate: Construction of CC works i.e. Foundation of the Pump set with base plate complete as directed.
1
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Aanlysis of Rate: Electric Contorl panel board made of MS sheet duly painted with Anti-corrossive paints complete fitted with all electrical accessories i.e. Off-On switch, Volmeter, Ameter, Indicator light etc.
1
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9.1.1: Earth work in excavation for foundation trenches including refilling the quantity as necessary after completion of work of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50m lead and lift up to 1.50m all complete as directed including bailing out water where necessary.
(b) Blastic land, tillah soil, hard soil, soil mixed with moram gravel and boulders upto one man size
144
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9.3.2: Labour charge for extraction of G.I. pipe of distribution system excavating the earth upto required depth icnlduing disjointing and cleaning the pipe properly & stacking the same at a safe place for re-use as directed by the department (excluding the cost of earthwork which shall be measured and paid seperately). 100 mm dia
90
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9.3.2: Labour charge for extraction of G.I. pipe of distribution system excavating the earth upto required depth icnlduing disjointing and cleaning the pipe properly & stacking the same at a safe place for re-use as directed by the department (excluding the cost of earthwork which shall be measured and paid seperately). 80 mm dia
100
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9.3.2: Labour charge for extraction of G.I. pipe of distribution system excavating the earth upto required depth icnlduing disjointing and cleaning the pipe properly & stacking the same at a safe place for re-use as directed by the department (excluding the cost of earthwork which shall be measured and paid seperately). 65 mm dia
130
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9.3.2: Labour charge for extraction of G.I. pipe of distribution system excavating the earth upto required depth icnlduing disjointing and cleaning the pipe properly & stacking the same at a safe place for re-use as directed by the department (excluding the cost of earthwork which shall be measured and paid seperately). 50 mm dia
160
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9.2.4: Labour charge for carrying and laying and fixing G.I. pipes complete with G.I.,fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (External work) complete as directed.
100 mm dia
90
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9.2.4: Labour charge for carrying and laying and fixing G.I. pipes complete with G.I.,fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (External work) complete as directed.
80 mm dia
100
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9.2.4: Labour charge for carrying and laying and fixing G.I. pipes complete with G.I.,fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (External work) complete as directed.
65 mm dia
130
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9.2.4: Labour charge for carrying and laying and fixing G.I. pipes complete with G.I.,fittings specials with jointing materials and supplying the jointing materials all complete as directed excluding trenching and refilling of earth (External work) complete as directed.
50 mm dia
160
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AoR: Supplying, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting & threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work & refilling, etc. respectively all as directed by the department. a) 100 mm dia
120
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-
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AoR: Supplying, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting & threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work & refilling, etc. respectively all as directed by the department. b) 80 mm dia
410
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AoR: Supplying, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting & threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work & refilling, etc. respectively all as directed by the department. c) 65 mm dia
500
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9.6.1: Labour charge for carrying, placing in position fitting-fixing C.I. sluice valve,(with wheel & cap) C.I. reflux valve complete with supplying bolts and nuts and 3mm thick rubber insertion sheet etc. all complete as directed.(one valve and two flange joints)
a)100mm dia
2
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9.6.1: Labour charge for carrying, placing in position fitting-fixing C.I. sluice valve,(with wheel & cap) C.I. reflux valve complete with supplying bolts and nuts and 3mm thick rubber insertion sheet etc. all complete as directed.(one valve and two flange joints)
b) 80mm dia
2
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9.6.4: Labour charge for carrying providing and fixing full way wheel valve of approved quality with supplying jointing materials all complete as directed.
a) 50mm dia
2
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9.6.4: Labour charge for carrying providing and fixing full way wheel valve of approved quality with supplying jointing materials all complete as directed.
b) 65mm dia
2
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9.6.6: Labour charge for carrying providing and fixing full way wheel valve of approved quality with supplying jointing materials all complete as directed.
a) 25mm dia
2
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18.34: Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
18.34.1: With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
4
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6.8.3: M.S. CLAMP/BOLT/ NUT/ WASHER (a) M.S. Bolt/ Nut/ Washer
10
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6.8.4: Rubber Gasket, 3mm thick
10
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6.2.1: G.I. Socket (H)
50mm dia
24
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65mm dia
14
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80mm dia
8
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100mm dia
6
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6.2.3: G.I Threaded Flange (H)
(f) 50mm
12
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(g) 65mm
8
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(h) 80mm
6
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(i) 100mm
4
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6.2.14: G.I. NIPPLE (50mm long)
(f) 50mm
12
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(g) 65mm
8
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(h) 80mm
6
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(i) 100mm
4
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6.2.21: G.I. NIPPLE (225mm long)
(f) 50mm
8
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(g) 65mm
6
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(h) 80mm
4
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(i) 100mm
3
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6.3.15: CI D/F SLUICE VALVE WITH CAP/ WHEEL (Best quality)
(d) 100mm
2
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(c) 80mm
2
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6.3.1: Bronze/ Gunmetal Full Way Valve (Zoloto or Equivalent)
(f) 50mm
2
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6.3.1: Bronze/ Gunmetal Full Way Valve (Zoloto or Equivalent)
(g) 63mm
2
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6.3.12: C.I. single Air Release Valve as per IS : 14845/2000
(b) 25mm
2
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AoR: Supplying, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting & threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work & refilling, etc. respectively all as directed by the department. a) 65 mm dia
600
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AoR: Supplying, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting & threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work & refilling, etc. respectively all as directed by the department. b) 50mm dia
986
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AoR: Supplying, carrying , laying & fitting, testing & commissioning of different size of G.I. Pipes complete with G.I. fittings specials with jointing materials, (Supplies by the contractor) all complete as directed including trenching or expose as per site condition including cutting & threading G.I. pipe with required sizes of threads as necessary after completion of the work of laying excluding earth work & refilling, etc. respectively all as directed by the department. a) 50mm dia
1900
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Earthwork in excavation for pipe line (both for connection in the distribution line and service connection) including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth as directed and specified.
1
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Providing PVC Saddle Piece of average size 110 mm x 15 mm (i.e. ranging from 63mm to 140mm) and make Supreme or equivalent including the cost of all required labour and materials, making holes in the distribution pipe, and including all taxes and duties as applicable, all complete as directed and specified.
1
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Providing 15 mm dia bronze ferrule cock (PN-16) conforming to IS:2692 (1989) as ammended and make Zoloto or equivalent including the cost of labour and materials, connecting to the saddle piece, and including all taxes and duties as applicable, all complete, as directed and specified.
1
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Providing and fixing 3 layer (Outer green / GREY coloured UV Stabilised, middle black coloured UV Stabilised and inermost layer white coloured with antimicrobial property) Fusion welded PP-R ( Poly propylene-random copolymer) Pipes, SDR 7.4 having thermal stability for hot and cold water supply conforming IS 15801-2008 including all plain PP-R fittings and brass threaded PP-R fitting and clamping, cutting and making good to the damages.
(A) Exposed or in trenches
SFMC/ FUSION/Wetflow,Kisan brand or other brand of
equivalent quality.
b) PN-16 Pipe,20 mm OD,SDR-7.4
10
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Construction and installation of R.C.C Hydrant Pillar of size 100mm x 100 mm , height 1200 mm with 6 mm rod embeded to RCC Post in proportion 1:1.5:3 with 4 nos 10 mm rod and 6 mm stirrup @ 150 C/c and fixing 15 mm dia PPR pipe to the hydrant, with 6 mm rings embedded in concrete for anchoring inclusive of cost of transportation to site.
1
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Supplying fitting and fixing PVC Bib cock
1
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15.58: Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.
28.8
-
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16.12: Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
16.12.1: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
288
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4.1: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.3A: 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%)
28.8
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DAR: Supply, installation, testing and comissioning of electrically operated chemical dosing pump of 6 L capacity and 6 kg/cm2 complete with PVC solution mixing container and electrical wiring with panel board fitting and fixing at site with suction and discharge tubings.
Standard Materials for construction
Housing :- Fiber reinforced plastic
Spacer & Head :- Poly propylene/UPVC
1
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APHE:- Providing & supplying including carrying ,placing in position fitting & fixing of 150mm dia C.I. sluice valve, C.I. reflux valve complete with supplying bolts & nut, 3mm thick rubber gasket insertion sheet etc. all complete as directed.
[Rate of C.I. valve 150 mm dia Rs. 8893/each + Labour charge Rs. 996.30/Each] a)150mm dia
5
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10.2.1: Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed. (a) Size from 2 mm to 6 mm
0.3
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10.2.1: Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed. (b) Size from 7 mm to 12 mm
0.3
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10.2.1: Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed. (c) Size from 13 mm to 25 mm
0.4
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10.2.1: Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed. (d) Size from 25 mm to 32 mm
0.4
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10.2.1: Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dust , clay, soft grains, dirt and other foreign materials, washed and screened to different sizes as given below as per IS 8419 (Part-I) : 1977 all complete as directed. (e) Size from 33 mm to 40 mm
0.4
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10.2.2: Supplying and placing of filter sand of hard and resistant quartz, uniform size and shape free from dust, clay, soft grains, dirt and any other foreign materials includind inorganic salt and organic substance, washed and screened. Having uniformity coefficient between 1.3 to 1.7, effective size between 0.45 to 0.70mm, ignition loss not exceeding 0.7% by weight, soluble fraction in Hydrochloric acid not exceeding by 5% by weight, silica content not less than 90%, specific gravity between 2.55 to 2.65, wearing loss less than 3% as per IS: 1419 (Part-I):1977 all complete as directed.
3
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DAR: Supply, Fabrication, Installation, painting and lettering complete etc. of Sign Board as per drawing enclosed including supplying all necessary materials, earth work in excavation, C.C. works etc. all complete as directed by the Deptt.
4.56
-
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16.79: Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
27.72
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15.12: Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
15.12.1: Of area 3 sq. metres and below
2
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15.13: Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead :
15.13.1: Of area 3 sq. metres and below
4
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15.14: Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead :
15.14.1: Of sectional area 40 square centimetres and above
0.43
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15.24: Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead :
4.27
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9.1: Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).
9.1.2: Sal wood
0.2
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8.25: Providing and fixing 2nd class teak wood plain lining tongued and grooved, including wooden plugs complete with necessary screws and priming coat on unexposed surface. designation 7.5 in foundation and plinth in:
8.25.4: 12 mm thick
1.72
-
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26.25: Providing and fixing 15 mm thick false ceiling tiles at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity 0.043 W/m K as per ASTM 518:1991,in true horizontal level on the existing frame work consisting of T-sections and Lsections suitably fixed according to tile size as per direction of Engineer-in-charge.
24
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9.3: Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc.
9.3.1: Sal wood
0.6
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21.1: 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
35.56
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14.35: Providing and fixing bright finished brass hard drawn hooks and eyes :
14.35.1: 300 mm (Door)
2
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14.35: Providing and fixing bright finished brass hard drawn hooks and eyes :
14.35.3: 200 mm
4
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11.6: Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.
11.6.1: 18 mm thick
3.58
-
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13.50: Applying priming coat:
13.50.1: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
69.66
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13.48: Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :
13.48.1: Two or more coats applied on walls @ 1.25 ltr/10 sqm
69.66
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14.78: Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:-
(i) Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits.
(ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water.
(iii) Chlorination of RCC internal surface by liquid chlorine.
(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface.
(v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.
93.17
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15.2: Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
15.2.1: Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
1.7
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13.2: 15 mm cement plaster on the rough side of single or half brick wall of mix :
13.2.1: 1:4 (1 cement: 4 fine sand)
340.28
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9.48: Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
9.48.2: Fixed to openings /wooden frames with rawl plugs screws etc.
75.6
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13.43: Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
13.43.1: Water thinnable cement primer
143.92
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13.46: Finishing walls with Acrylic Smooth exterior paint of required shade :
13.46.1: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
143.92
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4.17: Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
26.18
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1.1: Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required
1.1.1: Group A
5
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1.1: Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required
1.1.2: Group B
3
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1.1: Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required
1.1.3: Group C
2
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1.5: Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC nsulated copper conductor single core cable for loop earthing as required.
28
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1.23: Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.
1.23.1: 5/6 amps switch
6
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1.23: Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.
1.23.2: 2 way 5/6 A switch
2
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1.23: Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.
1.23.3: 15/16 A switch
2
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1.25: Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
2
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1.33: Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required
2
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1.34: Supplying and fixing brass batten/ angle holder including connection etc. as required.
10
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1.38: Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
1
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1.45: Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
2
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2.1: Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required.
2.1.3: 100 A TP&N
2
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2.3: Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
1
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7.1: Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
7.1.1: Upto 35 sq. mm
29
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11.4: Erection of steel tubular or rail pole strut in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling and secured with holding clamps, bolts, nuts, etc. as required.
2
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5.11: Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
24
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5.4 Earthing with G.I earth plate 600mm x600mmx6 mm thik including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
1
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ASEB: 11/0.4 KV, 25 KVA Transformer
1
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ASEB: 11 KV, 9 KA Lightening Arrestor (Station type)
1
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ASEB: 11 KV D.O. Fuse, 150A
1
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ASEB: MCCB 100 A lcs = 100% lcu
1
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ASEB: 11 KV Polymer Pin Insulator
2
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ASEB: 11 KV GOAB Switch, 400A
1
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2.38: Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.
351.75
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4.20A: Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
4.20A.1: All works upto plinth level
4.20A.1.1: Concrete of M10 grade with minimum cement content of 220 kg /cum.
0.74
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5.22: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.4: Hot rolled deformed bars
47.33
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5.22: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.1: Mild steel and Medium Tensile steel bars
46.18
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5.9: Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1: Foundations, footings, bases of columns, etc. for mass concrete
9.92
-
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5.9.6: Columns, Pillars, Piers, Abutments, Posts and Struts
12.48
-
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5.1: 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 :
5.1.2: 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
2.34
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6.8: Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level.
55.2
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13.2: 15 mm cement plaster on the rough side of single or half brick wall of mix :
13.2.1: 1:4 (1 cement: 4 fine sand)
111.24
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13.43: Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
13.43.1: Water thinnable cement primer
278.24
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13.46: Finishing walls with Acrylic Smooth exterior paint of required shade :
13.46.1: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
278.24
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10.4: Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer
3.84
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13.52: Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
13.52.1: On steel work
3.84
-
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