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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 CrAdmitted-Finance | ₹11.6 Cr | L1 | Admitted-Finance |
| 2 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | SRI GURU KRUPA CONSTRUCTIONS L1 |
|---|---|---|---|---|
| 1.00 | Labour for cutting open BT or Maccadam roads for laying water distribution lines etc complete as per standard specifications and as directed by the Engineer in-charge. Cemet Concrete Road | 1,851.71 | cum | 16,62,835.58 ₹16.6 L |
| 2.00 | Bitumen Tar / WBM Road | 305.22 | cum | 1,95,951.24 ₹2.0 L |
| 3.00 | Earthwork excavation and depositing on bank with an initial lead of 10m and initial lift of 2 m in trenches in other than loose soil, hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small boulders SS 20B.the rates for earth work excavation and refilling for pipe line works having bed width of 1.25m and below on linear measurement basis. 1st deph | 44,944.82 | m | 1,00,22,694.86 ₹1.0 Cr |
| 4.00 | 2nd depth | 1,044.61 | m | 3,46,810.52 ₹3.5 L |
| 5.00 | Supplying and filling in foundation and basement with fillingCrushed Stone Sand (M sand) in layers of not more than 15 cm thick well rammed consolidated etc. complete complying with standard specification and as directed. | 2,894.59 | cum | 10,85,471.25 ₹10.9 L |
| 6.00 | Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with horizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by TWAD Board officers. (50% Pipe Length) | 28,574.36 | Rm | 7,71,507.72 ₹7.7 L |
| 7.00 | Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus-stand and in the Highways etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia. and 1.80m height) vertical with horizontal poles in two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles and fixing 75mm dia. reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by TWAD Board officers. (20% Pipe Length) | 8,286.84 | Rm | 2,90,039.4 ₹2.9 L |
| 8.00 | Testing of HDPE / DI pipes with hydraulic testing equipment by filling with water (including cost of water Rs. 60/KL) and testing to recommended pressure in convenient stretches and attending the bursts if any occurred during the test, excluding the cost of pipes, including other incidental and operational charges etc. complete and as directed by TWAD Board Officer for the following diametre of pipes 90mm ,100mm and 110mm | 35,816 | m | 8,23,768 ₹8.2 L |
| 9.00 | 125mm and 140mm | 2,613 | m | 70,551 ₹70,551 |
| 10.00 | 150mm,160mm and 180mm | 2,297 | m | 68,910 ₹68,910 |
Tender Value
₹14.5 Cr
EMD Value
₹14.5 L
Closing Date
31 May 2023, 3:00 pmClosed
Executive Officer
60 Sivasailam main Road Town Panchayat Office Alwarkurichi
Improvements to Existing Water Supply Distribution System and Providing House Service Connections to Alwarkurichi Town Panchayat, Tenkasi District under AMRUT 2.0 Scheme
2023_DTP_308471_1
028/2022
Open Tender
Civil Works
365 days
Alwarkurichi Town Panchayat
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹14.5 L
Town Panchayat Office Compus Alwarkurichi
30 Aug 2023
29 Apr 2023
31 May 2023
29 Apr 2023
31 May 2023
15 May 2023
15 May 2023
Labour for cutting open BT or Maccadam roads for laying water distribution lines etc complete as per standard specifications and as directed by the Engineer in-charge. Cemet Concrete Road
Bitumen Tar / WBM Road
Earthwork excavation and depositing on bank with an initial lead of 10m and initial lift of 2 m in trenches in other than loose soil, hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small boulders SS 20B.the rates for earth work excavation and refilling for pipe line works having bed width of 1.25m and below on linear measurement basis. 1st deph
2nd depth
Supplying and filling in foundation and basement with fillingCrushed Stone Sand (M sand) in layers of not more than 15 cm thick well rammed consolidated etc. complete complying with standard specification and as directed.
Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with horizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by TWAD Board officers. (50% Pipe Length)
Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus-stand and in the Highways etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia. and 1.80m height) vertical with horizontal poles in two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles and fixing 75mm dia. reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by TWAD Board officers. (20% Pipe Length)
Testing of HDPE / DI pipes with hydraulic testing equipment by filling with water (including cost of water Rs. 60/KL) and testing to recommended pressure in convenient stretches and attending the bursts if any occurred during the test, excluding the cost of pipes, including other incidental and operational charges etc. complete and as directed by TWAD Board Officer for the following diametre of pipes 90mm ,100mm and 110mm
125mm and 140mm
150mm,160mm and 180mm
200mm Diameter
Supplying and conveying of following sizes of DI Class K7 SS Pipes to site, confirming to specification as per IS:8329-2000 for standard length including cost of pipes, testing charges at factory, labour charges for loading, unloading and stacking at site etc 100mm Diameter
150mm Diameter
200mm Diameter
Supplying and conveying of DI Socket and Spigot specials such as bends, tees, tapers, end caps etc of the following sizes (K7 class) to site, confirming to specification as per IS:9523-2000 including cost of specials, testing charges at factory, labour charges for loading, unloading and stacking at site etc 100mm Diameter
Lowering of DI S&S Pipes (K7 Class) and specials carefully into the trench and laying to proper grade and alignment including labour charges, incidental and operational charges etc complete as per standard specifications and as directed by the Departmental Engineer. 100mm Diameter
150mm Diameter
200mm Diameter
Jointing DI S/S pipes and specials with rubber gaskets ( tyton joint) including cost of lubricants, testing to the required pressure with water ( including cost of joining materials)100mm Diameter
150mm Diameter
200mm Diameter
Plain Cement Concrete 1:4:8 Mix (one part cement, Four part sand and Eight part of aggrigate) using 40mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.
Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) using 40mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.
Conveyance of excavated excess earth including loading, unloading and refilling as directed by the departmental officer etc., complete
Supplying and Conveying to site, the following CI Double Flanged Sluice Valves (PN 1.0) with cap of following sizes confirming to IS:14846, including flanged tail pieces and other specials as required, loading, unloading, transportation charges & stacking charges etc. 80mm diameter
100mm diameter
150mm diameter
Supplying and Conveying to site, for 80mm scour valve, (PN 1.0) of following sizes confirming to IS:14846 including CI flanged tail pieces and other specials as required, loading, unloading, transportation charges and stacking, including CI bends and pipe. 80mm and 100mm diameter
150mm diameter
Supplying and Conveying to site, for Double ball airvalve , including CI flanged tail pieces and other specials as required, loading, unloading, transportation charges and stacking, including CI bends and pipe for discharge above ground level etc complete as per standard specifications and as directed by the Departmental Officers..
Constructing masonry chamber of inside dimensions as mentioned below with Class 1 designation, brick work in cement mortar 1:5 (1 cement : 5 coarse sand) for sluice valve, with CI Surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep
Manufacturing, supply and delivery of DI D/F (Flow Control valve) with one piece body of ductile cast iron of grade GGG-40, all internal parts of stainless steel. Piston guides of bronze welded overlay & micro-finished and bearing bush of zinc free Bronze. Valve/profile sealing seat shall be in the no-flow zone. Double sealing effect between the body and the plunger shall be by Quadring Seal (twist free operation). The valve shall be designed to operate smoothly throughout the specified flow range without cavitation. Corrosion protected medium free bearing in the body by way of double O-ring seal and encapsulated shaft seal. There shall be no obstacles in the main flow passage except the plunger and the attached control cylinders. Plunger shall be by means of stainless steel crank drive mechanism. Face-to-face dimensions EN558-1 basic series 15 and 1.5X DN from DN500 and flange connections as per EN1092-2/ISO 7005[DIN]. 100mm dia
Electromagnetic Flow Meter shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in different units (Kiloliters / Cubic meter) and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3 m/sec to 4 m/sec and be constructed as follows: Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon steel flanges in accordance with IS 1538. These flanges shall be welded to the flow tube. The internal and external of the meter tube shall be blasted to near white and lined with hard rubber/ Polyurethrene/ PTFE preferably by SBR or EPDM. Meter tube shall have a constant nominal inside diameter offering no obstruction to the flow. The accuracy should be inclusive of linearity, hysteresis, repeatability, temperature and pressure effects. Coil Housing shall be fabricated from stainless steel (SS304)/ Die cast Aluminium/ Carbon steel with anticorriosive paint for corrosion resistance and welded to the tube providing a completely sealed environment for all coils, electrode connections and wiring harness capable of submerged or buried operation with IP68 Protection. Signal Converter shall be pulsed DC coil excitation type with auto zeroing. The signal converter shall be remotely mounted away from the meter. The converter shall indicate direction of flow and provide a flow rate indication and a total of flow volume for both forward and reverse directions. The converter shall provide an isolated 4-20 mA output into minimum 500-ohm load and a frequency output of a maximum of 0-10 KHZ and a scaled pulse output. The microprocessor based signal converter shall have a self-diagnostic test mode and a backlit display that continuously displays “Rate of Flow” and “Total Volume”. Converter shall be supplied with a programmable low flow drop out, higher flow and empty pipe zero return. The signal converter housing should be die-cast aluminum with glass window. The converter cum transmitter should be fully programmable from the front facia. The programming should be user friendly, self-prompting menu driven. Flow meter test calibration certificate from FCRI, flow test lab / NABL accredited lab to be furnished. 80mm dia
100mm dia
150mm dia
200mm dia
Orifice Between Pipes plates are one of the most popular devices for the measurement and control of fluid flow. The shape and manufacturing tolerances of plates used in measurement applications are defined in the international standardization publications of ISO, AGA, ASME and others. From the formulas and data within these publications, the relationships and values of flow, differential pressure, and plate bore are determined. In flow control applications, orifice plates are used as restriction devices to regulate fluid flow or reduce the flowing pressure downstream of the orifice plate. The use of a fixed restriction orifice can be beneficial and economic by reducing the demands on other flow system components. Unlike measurement orifices, the sizing and design of restriction orifices are not defined by standardization organizations. Additionally, restriction orifices, abbreviated "RO", are often exposed to severe flow conditions associated with large pressure reductions and the related fluid conditions caused by liquids flashing to B40a gas, cavitation, and sonic (choked) flow. In torturous applications, mimicking the design of measurement orifices is not sufficient. Orifice Plates are normally mounted between a set of Orifice Flanges and are installed in a straight run of smooth pipe to avoid disturbance of flow patterns from fittings and Valves.80mm dia
Construction of RCC Chamber for providing Electromagnetic flow meter, Flow Control valve, Sluice Valve and Water quality smart sensors including Earth work excavation, refilling and disposal of excavated earth complete.
Construction of Thrust blocks using Cement Concrete 1:3:6 ,40mm B.G.jelly for Plain Cement Concrete (Bends) 100mm Diameter 22.5 Degree
45 Degree
90 Degree
150mm Diameter 22.5 Degree
45 Degree
90 Degree
200mm daimeter 22.5 Degree
45 Degree
90 Degree
Supplying and conveying of following sizes of P100 PN6 HDPE pipes to site, confirming to specification as per IS:4984-2016 for standard length including cost of pipes inclucive of transportation charges to stockyard anywhere in tamilnadu , Unloading, stacking at stock yard and Conveyance from stock yard to site (maximum of 8Km radius) are extra. 90mm and 110mm diameter
125mm,140mm and 160mm
180mm,200mm dia
140mm diameter
160mm diameter
180mm diameter
200mm diameter
Supply and delivery of HDPE specials of conforming to IS specifications at site of work including all taxes, duties, loading, transportation, unloading, insurance etc., complete and as directed by Engineer incharge. Bends 90mm diameter
110mm diameter
125mm diameter
140mm diameter
160mm diameter
Tee 90mm diameter
110mm diameter
125mm diameter
140mm diameter
160mm diameter
Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the dept Officers 90mm and 110mm diameter
125mm,140mm and 160mm dia
180mm and 200mm dia
Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by dept officers. 90mm diameter
110mm diameter
125mm diameter
140mm diameter
160mm diameter
200mm diameter
Cement Concrete M30 design mix concrete (Approximately for one cum of concrete 400 kg of cment, 0.47 cum of sand with bulkage and wastage, 0.57 cum of HBG ston of 20 mm size ,0.28 cum of HBG stone of 10 mm size are to be used ) for the following members (excluding the cost of RTS grills for reinforcement, centering and shuttering, strutting,) but including cost of mixing, laying of concrete, vibrating with mechanical vibrators, ramming consolidating finishing, curing etc., complete complying with relevent standard specification and as directed by Departmental Officers. Upto 1.50 m Below and above GL
Beyond 1.5m to 4.5m Above GL
0 m to 4.5m Above GL
4.5 to 7.32M Above GL
7.32 to 10.98m Above GL
10.98 to14.64m Above GL
Above 14.64m ht., to 18.30m ht.,
Above 18.30 m to 21.96m ht., from G.L
Sinking of infiltration well of 4.50m internal dia and 5.5m external dia below water level including ali incidental charges in light or sandy soil. 1st Depth of 2m
2nd Depth of 2m
3rd Depth of 2m
Porous concrete in CC 1:4 (One cement and four hard broken granite jelly of a size 20mm) for steining of infiltration well excluding cost of centering but including curing etc., complete and as directed by the Engineers @ well curb including all labour charges etc, complete.
Providing steel centering & shuttering with necessary strutting arrangements of sides and soffits for all RCC or PCC items including cost and conveyance of materials as directed by the Engineers @ well curb including all labour charges etc, complete. PLANE SURFACE For 0 to 3.30 m Plane surface
1) Steel centering for 3.30 m to 4.30m
2) Steel centering plane surface 5.30 m to 6.30m
3)Steel centering plane surface 7.30 m to 8.30m
3)Steel centering plane surface 8.30 m to 9.30m
4)Steel centering plane surface 11.30 m to 12.30m
4)Steel centering plane surface 14.30 m to 15.30m
4)Steel centering plane surface 15.30 m to 16.30m
SQUARE COLUMN 5)Steel centering square column 0 m to 3.30m
6)Steel centering square column 3.30 m to 4.30m
7)Steel centering square column 4.30 m to 5.30m
8)Steel centering square column 5.30 m to 6.30m
9)Steel centering square column 6.30 m to 7.30m
10)Steel centering square column 7.30 m to 8.30m
11)Steel centering square column 8.30 m to 9.30m
12)Steel centering square column 9.30 m to 10.30m
13)Steel centering square column 10.30 m to 11.30m
14)Steel centering square column 11.30 m to 12.30m
From 12.30m ht., to 13.30m ht.,
From 13.30m ht., to 14.30m ht.,
From 14.30m ht., to 15.30m ht.,
Curved surface For 0 to 3.30 m curved surface
18)Steel centering up to I LL Curved surface 3.30 m to 4.30m
Round coloumn For 0 to 3.30 m(For round column)
Supply, fabrication and placing in position of Steel, including Cutting, Bending & Therading including cost and conveyance of materials as directed by the Engineers @ well curb including all labour charges etc, complete.
Plastering with cm 1:3 (One Cement and three Sand) mix, 12mm thick including all cost and conveyance of materials to site and all Labour charges etc, complete.
Plastering with cm 1:4 (One Cement and Four Sand) mix, 20mm thick including all cost and conveyance of materials to site and all Labour charges etc, complete.
Supply delivery and fixing in position of CI man hole cover with frame of 60cm x 60cm x with locking arrangement etc., complete and as directed by departmental officers.
Supply delivery and fixing of CI steps in position at 30cm centre to centre in staggered manner and as directed by departmental officers.
Providing ventilating arrangements by fixing in position 100mm GI pipe with necessary Tee and Bends and as directed by departmental officers.
Providing confirmatory bores to uncertain sand depth and locating well site before commencing as directed by departmental officers.
Providing for cutting edge using 12G MS sheets including the cost of fabricating welding and placing in position in the curb including supply of the MS sheet.
Plugging the bottom of the well with coarse sand of approved sizes and grade as directed by the Board officers.
Supply and delivery of 16 Sq mm and 10 sq mm PVC insulated and sheathed 3 core flat type submersible copper cable. a. 16 Sq mm cable
a. 10 Sq mm cable
Supply and delivery of the following GI, PVC Pipes & Specials including cost and conveyance of materials to site etc, complete.(TWAD) Pipes 32mm Dia GI Pipe B Class (TWAD) SL.No: 5-9
50mm Dia GI Pipe B Class (TWAD) SL.No: 5-6
Towards Labour charges for Pipe Laying works etc, complete. Cutting and Threading of GI pipes 32mm Dia GI Pipe B Class(TWAD) SL.No: 1A
50mm Dia GI Pipe B Class (TWAD) SL.No: 1A
Providing Anchorage arrangements
Supply and delivery of 1000 lpm x 60m head Open well Submersible Pumpset wit ISI Mark IS 14220 including cost and conveyance of materials to site etc, complete.(TWAD)
Supply and delivery of Suitable Pannel Board for 3 phase Star Delta with tow level guarard and auto start including cost and conveyance of materials to site etc, complete.(TWAD)
Towards Labour charges for the Errection 1000lpm x 60m head Submersible Pump set in the Infiltration Well with Panel Board etc, complete.
Providing and fixing of cut stone (Rough dressed) set in CM 1:3 of required size at site including cost of all materials, labour charges, curing etc., complete and as directed by dept Officers. (Size 0.45 x 0.45 x 0.15 m)
Providing Cut stone set in CM 1:3 (one cement and three sand) using well dressed cut stone supporting inlet pipe of size 0.30 x 0.30 x 0.15m for service reservoir etc., complete as per standard specifications and as directed by Engineer-in-charge
Providing RCC (1:1.5:3) Ventilator using 20mm HBG stone including cost of all materials, centering, shuttering, strutting,reinforcement, placing of concrete, finishing, curing and fixing in position on the roof slab with mosquito proof net arrangement and etc., complete and as directed by dept officers. 0.30 m Dia
Providing and fixing of RCC inside access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., complete and as directed by dept Officers.
Supply,delivery and fixing of MS ladder out side the sump of following width and length made out of 50 x 50 x 6mm MS angle for size and steps in 16mm MS plain rods at 30cm C/C providing with suitable side support MS clamps,locking arrangements with one red oxide as primer, bottom anchorage by CC 1:4:8 and fixing the ladder on top of the sump roof slab including cost of all materials, labour charges etc., and as directed by dept Officers.
Refilling with excavated Soil (other than sand) in layers of not more than 15cm thick, watering, well ramming, consolidating, complying with standard specification and as directed by dept Officers.
Supply and Fixing Water Level Indicater Including Cost And Conveyance Etc
Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., includeing cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete as detailed below. 80mm GI Pipes
80mm GI Coupling
80mm GI Bend
80mm GI Flange Set
80 mm GM Gate Valve
65 mm GM Gate Valve
Labour charges for erection of CI pipes with spicals including cost and convince of all materials and labour charges and other incidential charges to site ect.,complete.as per standard specification. Inlet pipe 150mm CI
Outlet pipe 150mm CI
Scour pipe 150mm CI
Overflow 150mm CI
Supply and delivey of Ductile iorn socket Pipes for class K7 as per IS 8329/2000 of approved make including cost and conveyence of all materials and labour charges to site ect., complete as standard specification 150mm Dia DI pipe
150mm DIA DI Bend
150mm Dia Sluice pipe
Fabrication,supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6m MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of 10,000 lit. capacity OHT of suitable inclined length, including bottom anchorage and transportation and as directed by Board officers.
Supply and Delivery and Fixing in Position of 150mm dia AC Ventilators on the roof Slab and as directed by the officers
Providing RCC Handrails of approved quality including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification
Painting two coats with Emulsion paint of approved colour and quality including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification
Construction of brick masonry with ground moulded chamber bricks in CM 1:5 in foundation including curing etc all complete as per standard specifications and as directed by the Engineer-in-charge. (Upto Basement)
Construction of brick masonry with ground moulded chamber bricks in CM 1:5 in superstructure including curing etc all complete as per standard specifications and as directed by the Engineer-in-charge. (Above Basement)
Reinforced Cement Concrete M20 grade using 20 mm HBG stone including form work and reinforcement for top roof slab, lintels and sunshades as detailed in drawings and as per standard specifications and as directed by the Departmental Engineer etc. complete
Weathering course with surkhi mortar including labour charges etc complete as per standard specifications and as directed by the Engineer-in-charge
Terrace flooring with two course of flat tiles 20 x 20 x 2 cm using cement mortar 1:3 mixed with crude oil 2 % by weight of cement and pointed with same mortar and as directed by the Engineer-in-charge
Granolithic flooring 25 mm thick with CC 1:2:4 mix using 10 to 12 mm HBG metal including all labour charges etc complete and as directed by the Engineer-in-charge
Supply and delivery and fabrcation of MS doors and windows with outer frame and shutter frame in MS angle of size 40x40x6mm with MS flat 25x25x6mm and MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locking arrangements including two coats of approved enamel paint over a coat of red oxide including cost of angles, plates, sheets, fabrication charges, cost of hold fast and transportation charges etc.,complete. Fully panelled double leaf door D(1.00mx2.50m)
Fully panelled double leaf window ( Without ventilation )(1.20mx.90m)
Painting of panelled doors and windows with 2 coats of enamel paint including a coat of primer of specified brand etc all complete as per standard specifications.
Construction of RCC spiral staircase in RCC 1:1.5:3 (1 Cement : 1.5 Sand : 3 Coarse Aggregate) using 20 mm HBGS of 1.80 m diameter of required height for approach to the roof of Service Reservoir with RCC Handrails including earthwork excavation, providing CC 1:4:8 mix, RCC footing 1:1.5:3 mix, GL platform etc., and also including cost of steel reinforcement, fabrication charges, scaffolding, centering, precasting charges, cement, painting etc. complete as per standard specifications and as directed by Engineer. The staircase shall be braced to the column of service reservoir at suitable interval. (in the BOQ, quantity column the exact height to be mentioned from GL to roof slab bottom to get total value of work to be done.
House service connectionHSC Connection - 20 mm - Providing House service connection with MDPE 20mm pipe (supply, lowering, jointing & testing), electrofusion tapping saddle PE 80 blue, PN 12.5 with female threaded metal insert of SS 304, Brass Ferrule as per IS 319 grade of sizes 15mm, 20mm and 25mm size and threaded to suit the corresponding bore sizes of 15mm dia size (1/2",), Poly Propylene compression Male Threaded Adaptor with metal insert of SS 304, Poly propylene 90 Degree Compression elbow with compression joint at both ends, Poly Propylene compression Female Threaded Adaptor with metal insert of SS 304 and protection box of size 20cm x 30cm for fixing of Water Meter all as per standard including road cutting, replacement of utilities providing house service connection, refilling, retoration of roads/drains testing etc complete with materials and specification as instructed by department officers.
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