Loading
Loading…
Loading…
| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹8.5 Craccepted-aoc | ₹8.5 Cr | accepted-aoc |
Tender Value
Refer Docs
EMD Value
₹12.1 L
Closing Date
14 May 2026, 11:00 pmClosed
Agriculture Produce Marketing Committee
T S Ravi Kumar
08153255291
9916784767
providing infrastructure facilities at main market yard of APMC KGF under 2025 26 RIDF 31 Scheme
APMC/2025-26/OW/WORK_INDENT869/CALL-2
APMC/2025-26/OW/WORK_INDENT869/CALL-2
Open
Other Works
Two Tender Document System(Two Cover)
SECRETARY APMC Office KGF
8 documents required · 8 mandatory
Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)
Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender)
Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction)
Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx)
Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period)
Total value of civl engineering works executed and payments received in the last five years (year-wise)
List of existing commitments and ongoing works
List of works for which tenders already submitted
Banker Details for reference
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years
Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded
List of Financial Resources with Certificates
Achieved in any twofinancial years a minimum financial turnover(in all classes of civil engineering construction works only) of Rs.1612.83-lakhs. The certificate with UDIN is to be attested by Chartered Accountant.Otherwise,the tender will be rejected.
Mandating satisfactory completion as a primecontractor for at least one similar work suchBuildingwork Road1CC road RCC Drain work of 309Lakhs Building work 76.69 lakhs Electrical work cost ofRs.17.51LakhsTotally work of value not less than Rs.403.20lakhs.
Executed the following minimum quantities of work. in any one financial year (all or individually), in the last five years. that is i.e. 2020-21 to 2024-25. the following minimum quantities of work mentioned in std KW4
The tenderer or his identified sub-contractor should possess required electrical license for executing building electrification works and should have executed similar electrical works totaling Rs17.51 lakhs in any one year
All machinery documents as per std kw4
liquid assets and /or availability of credit facilities of no less than Rs.293.24-lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc. in the format to be as prescribed below:
All other technical qualification criteria documents as per std KW4
₹5,000
₹12.1 L
14 May 2026
29 Apr 2026
16 May 2026
12 May 2026
8 May 2026
Providing & Construction of 12mtr wide 1195 Rmtr Cement Concrete Road Carriageway, 2.2 mtr for pavers & Side Drains with cover slab & RCC Deck slab
Providing & laying of 1195 Rmtr length of Water Supply Pipelines to Yard from borewell along proposed roads
Drilling of Borewells 400m depth, Submersible Pumpsets
Construction of Pump house - 1Nos and 2.4 x 2.4m and UG Sump 50KL capacity-1No
Construction of 18Mtr wide Entrance Structure & Check post- 2Nos
Construction of Toilet Block-1Nos
Construction of Covered Auction Platforms 9.00 x 30.00 mtr-2Nos
Arranging power supply to street lights by providing 1 x 63 KVA 11kv/433v Distribution Transformer
Providing internal wiring to 2 no's Covered Auction Platform
Providing internal wiring to Arch gate with check post
Providing internal wiring toToilet Block
Providing internal wiring to Pump house
Sub-Total for Civil & Electrical works
Add 18% GST as per Govt norms for all Constructions & Services
Technical charges for Preparation of DPR (0.45%)
PMC Charges at 1%
KEB Deposit, Supervision Charges, Contingencies,
Unforeseen items & Rounding off
GRAND TOTAL OF PROJECT COST (Rs.)
Assistant Engineer
Market Development Project
No.1 Sub-Division, Bangalore
DETAILED ESTIMATE OF ROADS & SIDE DRAINS UNDER PROVIDING INFRASTRUCTURE FACILITIES AT MAIN MARKET YARD OF A.P.M.C , K.G.F , KOLAR DISTRICT.
DETAILED ESTIMATE OF ROADS & SIDE DRAINS UNDER PROVIDING INFRASTRUCTURE FACILITIES AT MAIN MARKET YARD OF A.P.M.C , K.G.F , KOLAR DISTRICT.
1st main road drains
2nd main road drains
saucer shape at back side of 2nd main road
1st cross road drains
2nd cross road drains
3rd cross road drains
4th cross road drains
At Entrance road drains
in between pumphouse drians
RCC Deck at Crossings
For kerb stones
75% (to be measured at site)
25% (to be measured at site)
1st main road
2nd main road
2nd cross road
For pavers 1st main, cross roads & at entrance
For pavers 2nd main road
75% (to be measured at site)
25% (to be measured at site)
Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, preading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 CSR:2023-24; V-3, I-4.1(ii), P-23 For Grading-II material
1st main road
2nd main road
2nd cross road
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver electronic sensor, compacting with 08-10 t vibratory roller, finishing and curing CSR:2023-24; V-3, I-6.1, P-49
1st main road
2nd main road
2nd cross road
(As per issued rates)
Deduct cost of electronic sensor (data rate) As per SE, AMD / MDP letter No:12/2025-26, Dated : 18-08-2025
Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (CSR:2023-24; V-1, I-2.1.2, P-15)
1st main road drains
2nd main road drains
saucer shape at back side of 2nd main road
1st cross road drains
2nd cross road drains
3rd cross road drains
4th cross road drains
At Entrance road drains
in between pumphouse drians
RCC Deck at Crossings
For kerb stones
(As per issue rates)
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates CSR:2023-24; V-1, I-2.4.2, P-15
Drain Bed Concrete
1st main Road
2nd main road drains
saucer shape at back side of 2nd main road
1st cross Road
2nd Cross Road
3rd Cross Road
4th Cross Road
At Entrance Road
in between pumphouse drians
(As per issued rates)
for Formwork add 5%
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates CSR:2023-24; V-1, I-2.4.2, P-15
Drain Wall Concrete
1st main road drains side walls
2nd main road drains
saucer shape at back side of 2nd main road
1st cross road drains
2nd cross road drains
3rd cross road drains side walls
4th cross road drains side walls
At Entrance road drains side walls
in between pumphouse drians side walls
(As per issued rates)
for Formwork add 35%
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates CSR:2023-24; V-1, I-2.4.2, P-15
Drain Cover Slab
1st main Road
2nd main road
1st cross Road
2nd Cross Road
3rd Cross Road
4th Cross Road
At Entrance Road
in between pumphouse drians
(As per issued rates)
for Formwork add 5%
Construction of M30 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing.(CSR:2023-24; V-3, I-6.5, P-51
1st main road
2nd main road
2nd cross road
(As per issued rates)
Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Rates are inclusive of GST at 18%) Schedule of Rates PWD 2023-24 vol- 3, Item No: 4.17 , Page No: 26
1st main road
2nd main road
1st cross road
2nd cross road
3rd cross road
4th cross road
At Entrance Road
For pavers 1st main & cross roads
For pavers 2nd main road
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The Granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the equirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.4.3, P-16)
Deck Slab for road junction: Raft
for bottom slab
(As per issued rates)
for Formwork add 5%
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The Granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the equirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.4.3, P-16)
Deck Slab for road junction: Walls
for side walls
(As per issued rates)
for Formwork add 35%
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The Granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the equirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.4.3, P-16)
Deck Slab for road junction: Cover Slab
for top slab
(As per issued rates)
for Formwork add 20%
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, traightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures (CSR:2023-24; V-1, I-2.11h, P-18)
Total RCC Qty for Drains
Total RCC Qty for Deck slab
Total RCC Qty for hard rock area
(As per issued rates)
Providing and laying 100mm thick factory made precast M -40 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions more than 10MSA upto 20MSA for Industrial Streets, Bus & Truck parking of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification)(CSR:2023-24; V-3, I-6.8.3, P-52)
1st main road
2nd main road
1st cross road
2nd cross road
3rd cross road
4th cross road
At Entrance Road
Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.(CSR:2023-24; V-2, I-17.14, P-177)
In front of proposed shops
1st main road
2nd main road
Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 300 x 300 x 150mm(CSR:2023-24; V-3, I-8.42.7, P-74)
2nd main road at the back side
Total Amount
Assistant Engineer
Market Development Project
No.1 Sub-Division, Bangalore
ESTIMATE
Estimate for Providing internal wiring to 2 no's Covered Auction Platform at main market yard of K.G.F APMC
Open Conduit System : Supplying heavy gauge PVC conduit pipe 25 mm dia 2 mm thick thick confirming to IS2509 with suitable size bends, junction boxes, adhesive pasteetc, and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/stone structure or rawl plugs incase of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. PWD Electrical SR 2023-24 V-6 Part-3 (I no 1.1.2/p no 1)
Supplying and fixing of 200 x 200 x 65 mm sheet Metal box made out of 18SWG sheet metal with necessary holes for cable / conduit entry as required with one coat of primer of approved make etc. PWD Electrical SR 2023-24 V-6 Part-3 (I no 1.4.7/p no 7)
Supplying and fixing of 10-12 Way surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.Cwall, including necessary rawl plugs, Machine/NF screws etc., complete.. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.3.6/p no 7)
Supplying and fixing 10-12 Module superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.5.6/p no 7)
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multistrand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long point above 6Mtr upto 10Mtr from tapping point to outlet via switch box. PWD Electrical SR 2023-24 V-6 Part-3 (I no 2.2.3/p no 4)
Wiring for lighting/power circuit using one of 1.5 Sqmm FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694;2010. PWD Electrical SR 2023-24 V-6 (I no 2.3.2/p no 4)
Wiring for lighting/power circuit using one of 2.5 Sqmm FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694;2010. PWD Electrical SR 2023-24 V-6 (I no 2.3.3/p no 4)
Wiring for lighting/power circuit using one of 4 Sqmm FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694;2010. PWD Electrical SR 2023-24 V-6 (I no 2.3.4/p no 4)
Supplying and fixing of 6Amps One Way modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.6.1/p no 8)
Supplying and fixing of 6Amps 3Way socket & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.6.3/p no 8)
Supply of LED Floodlight 70W luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, CCT > 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ....... W System Power consumption. LED Efficiency> 1301m/w, nominal CRI >75. Luminaire manufacturer should have in- house facility accredited by NABL / CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark / name shall be Engraved / Embossing on the die cast housing / Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. PWD Electrical SR 2023-24 V-6 Part-3 (I no 11.9.1/p no 45)
Fixing halogen/metal halide /SVL/IL/LED floodlight fitting and Streetlight over existing pole / wall ceiling including clA, bolts, nuts and wiring using suitable capacity wires. PWD Electrical SR 2023-24 V-6 Part-3 (I no 13.5/p no 55)
Supplying capacitor type ceiling fan 48" Sweep (1200 mm) Regular model complete with down rod blades, shackle, canopies etc, for operation on 230V, 50cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. PWD Electrical SR 2023-24 V-6 Part-3 (I no 6.3.1/p no 29)
Fixing a ceiling/wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. PWD Electrical SR 2023-24 V-6 Part-3 (I no 13.11/p no 56)
Supplying and fixing of 8 Way SP & N regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. I - Single Door. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.19.3/p no 17)
Supplying and fixing 6-32 Amps SP miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required.confirming to IEC 60898. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.18.1/p no 16)
Supplying and fixing 6-32 Amps DP miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required.confirming to IEC 60898. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.18.4/p no 16)
Supply and Installation /Fixing / Provision of 300 mm x 300 mm x 214 mm Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid, shockproof, IP65 (WeatherProof), rust proof, dustproof, waterproof, corrosion proof having internally Embedded gasket onboth lid and flap suitable to fix Single Phase /Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCBcut-out with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.44.1/p no 20)
Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 20A single phase Class-1 Accuracy with Temper Proof Energy Meter. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.30/p no 18)
Supplying & fixing of 32 Amps Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.7.2/p no 13)
1.1 kV, 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 32.05)
Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m(60mtrs trench length x 0.5Mtr width x 1Mtr depth = 30Cum). PWD Civil SR 2023-24 (I no 1.17.1/p no 10)
Laying of 2.5 to 25 Sqmm LT UG cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 21.05)
Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications. (60mtrs trench length x 0.5Mtr width x 1Mtr depth = 30Cum). PWD Civil SR 2023-2024 V-1 (I no 1.10/p no 7)
Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia. PWD Electrical SR 2023-24 V-6 Part-3 (I no 12.56/p no 53)
GI/Copper strips for grounding connections, using necessary fixing materials as required. 600 x 600 x 3 mm GI Plate. PWD Electrical SR 2023-24 V-6 Part-3 (I no 12.58.6p no 53)
Total
DETAILED ESTIMATE OF WATER SUPPLY PIPELINE UNDER PROVIDING INFRASTRUCTURE FACILITIES AT MAIN MARKET YARD OF A.P.M.C , K.G.F , KOLAR DISTRICT.
Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50m CSR:2023-24; V-1, I-1.17.1.14, P-10
water supply line for 1st main road
water supply line for 2nd main road
for 75mm, branch line(weight of pipe -0.917 kg)
for 90mm dia pipes
for 110mm dia pipes
25mm dia, 10kg/sqcm & Class5 for connections
Supplying of special moulded variety PVC couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. com CSR:2023-24; V-5, I-10.8.6, P-116
for 75mm dia
Supplying of special moulded variety PVC couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. com CSR:2023-24; V-5, I-10.8.7, P-116
for 90mm dia
Supplying of special moulded variety PVC couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. com CSR:2023-24; V-5, I-10.8.8, P-116
for 110mm dia
Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments CSR:2023-24; V-5, I-10.9.6, P-117
for 75mm dia
Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments CSR:2023-24; V-5, I-10.9.7, P-117
for 90mm dia
Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments CSR:2023-24; V-5, I-10.9.8, P-117
for 110mm dia
Supply and delivery at site special moulded variety PVC tee as per IS-7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest CSR:2023-24; V-5, I-10.10.6, P-117
for 75mm dia
Supply and delivery at site special moulded variety PVC tee as per IS-7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest CSR:2023-24; V-5, I-10.10.7, P-117
for 90mm dia
Supply and delivery at site special moulded variety PVC tee as per IS-7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest CSR:2023-24; V-5, I-10.10.8, P-117
for 110mm dia
Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end):50mm nominal bore CSR:2023-24; V-2, I-13.4.4, P-117)
for 50mm dia nominal
Providing and fixing gun metal non- return valve of approved quality (screwed end): 50 mm nominal bore CSR:2023-24; V-2, I-13.6.4.1, P-118)
for Horizontal 50mm dia nominal
Providing and fixing kinetic AIR VALVE of PN 16.0 for automatic discharge of accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside etc. complete) : CSR:2023-24; V-5, I-2.33, P-27)
For K Air Valves of 80mm dia.
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 500X700 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :With common burnt clay (non modular) bricks of class designation 3.5 CSR:2023-24; V-2, I-13.54, P-126
for Control Gate & Non-return Valves
Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications CSR:2023-24; V-1, I-1.10, P-7
from Excavation and same shall be refilling
Total Amount
Assistant Engineer
Market Development Project
No.1 Sub-Division, Bangalore
DETAILED ESTIMATE OF SANITARY LINES UNDER PROVIDING INFRASTRUCTURE FACILITIES AT MAIN MARKET YARD OF A.P.M.C , K.G.F , KOLAR DISTRICT.
Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50m CSR:2023-24; V-1, I-1.17.1.14, P-10
for sanitary line
for connection
50% (to be measured at site)
Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the followingstrata.Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m CSR:2023-24; V-1, I-1.19.1, P-10
25% (to be measured at site)
Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. CSR:2023-24; V-1, I-1.21.1, P-10 for Hard rock (requiring blasting) Depth upto 1.50m
25% (to be measured at site)
Providing lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints CSR:2023-24; V-5, I-16.2.5, P-188
250mm dia Stoneware pipes along12m wide road
Providing lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints for 250 mm dia. pipes CSR:2023-24; V-5, I-16.2.1, P-187
100mm dia Stoneware pipes for connections
Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Pre-cast RCC Machinehole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top concrete slab, having wall thickness and raft thickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding wherever required, watering, curing, engraving Machinehole number with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings, specifications and direction of the Engineer. : CSR:2023-24; V-5, I-16.18.2, P-194
Constructing Pre-cast RCC Machinehole 1.2 m internal dia. , 1.3 M depth & SFRC cover & frame
Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications CSR:2023-24; V-1, I-1.10, P-7
from Excavation and same shall be for refilling
Total Amount
Assistant Engineer
Market Development Project
No.1 Sub-Division, Bangalore
DETAILED ESTIMATE OF SINKING OF BORE WELL UNDER PROVIDING INFRASTRUCTURE FACILITIES AT MAIN MARKET YARD OF A.P.M.C , K.G.F , KOLAR DISTRICT.
Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) (Above 450m of drilling add 10% for every 50m depth) CSR:2023-24; V-5, I-12.1, P-139)
Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or chlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete CSR:2023-24; V-5, I-12.4, P-140)
Borewell depth up to 400.00mtrs
Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5-7m both ends.threaded conforming to IS 554-1985 one end fixed with socket conforming to IS 4270-2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg/m.prices include Collar-Medium duty CSR:2023-24; V-5, I-12.32, P-143)
Casing pipe
Providing and fixing MS casing collars as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments CSR:2023-24; V-5, I-12.33, P-143)
Providing and laying at site of work MS casing caps as per IS 1239 (partII) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge CSR:2023-24; V-5, I-12.34, P-143)
Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments CSR:2023-24; V-5, I-13.25.3, P-154)
for 80mm
Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 3 HP etc. complete. CSR:2023-24; V-5, I-13.12.2, P-151) 4.00 HP - 245 LPM @ 42 m = 8 STG Outlet Dia - 2.50"
Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. CSR:2023-24; V-5, I-11.3.8, P-128)
Heavy Duty GI pipe of 80mm dia
Providing and fixing GI union in existing GI pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required etc. complete for: CSR:2023-24; V-5, I-11.4.8, P-128)
80 mm nominal bore
Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any CSR:2023-24; V-5, I-11.6.8, P-129)
80 mm nominal bore
Supply and delivery at site wrought middle steel (galvanized) GI bend confirming to IS 1239-II, 1991 with latest amendments if any. 80mm dia GI bend CSR:2023-24; V-5, I-11.8.8, P-130)
80 mm nominal bore
Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. CSR:2023-24; V-5, I-13.22.4, P-154
for 1x3x6 Sqm.
Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments CSR:2023-24; V-5, I-13.24.3, P-154
for 80mm.
for 3 to 6 HP pumps
Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. CSR:2023-24; V-5, I-13.39, P-157
Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. CSR:2023-24; V-5, I-13.25, P-155
Supply and delivery at site delivery of best indigenous brand new MCB (Miniature Circuit Breakers) of required capacity as per IS 88228/1978 and its latest amendments and with ISI Mark of 6/10/16/20/25/40 Amps with scalable box. CSR:2023-24; V-5, I-13.26, P-155
per 3 poles
Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips andwater tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. CSR:2023-24; V-5, I-13.32, P-156
Total Amount
Assistant Engineer
Market Development Project
No.1 Sub-Division, Bangalore
DETAILED ESTIMATE OF U.G.SUMP & PUMPHOUSE UNDER PROVIDING INFRASTRUCTURE FACILITIES AT MAIN MARKET YARD OF A.P.M.C , K.G.F , KOLAR DISTRICT.
for UG Sump
Pump House Walls
Below Entrance steps
for Flagging concrete
75% (to be measured at site)
25% (to be measured at site)
Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per pecifications. (CSR:2023-24; V-2, I-4.1, P-5)
Pump House below flooring
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(CSR:2023-24; V-1, I-1.9, P-7)
from Excavation qty
Pump House Basement
Deduct Sump area
Deduct PCC below raft qty
Deduct RCC bottom slab qty
Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (CSR:2023-24; V-1, I-2.1.2, P-15)
for below UG Sump raft
Pump House Walls
for below pumphouse flooring
For Entrance steps
UG Sump steps
Pump house Flagging concrete
UG tank flagging concrete
(As per issue rates)
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.2.3, P-63)
for UG Sump bottom slab
for side walls
for top slab
(As per issue rates)
for Formwork add 10%
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.2.3, P-63)
UG Sump top slab
(As per issue rates)
for Formwork add 50%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap /basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.2, P-16)
Pump house plinth beam PB1
(As per issue rates)
for Formwork add 50%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap /basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.2, P-16)
Pump house Tie beam RB1 & RB2
(As per issue rates)
for Formwork add 60%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.1, P-16)
For Lintel Beams over D
(As per issue rates)
for Formwork add 60%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.1, P-16)
Chejjas projection for Door
(As per issue rates)
for Formwork add 45%
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (CSR:2023-24; V-1, I-2.11a, P-18)
For UG Sump & Pumphouse (Refer Detailed Statement)
(As per issue rates)
Providing Coursed Size stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(CSR:2023-24; V-2, I-5.4, P-9)
Pump house For Basement Walls
For Steps
(As per issue rates)
Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (CSR:2023-24; V-2, I-6.32, P-17)
200 thick for walls
Gable Above Sheet
deduct for D
Pump hpose Entrance Steps
UG Sump Entrance Steps
(As per issue rates)
Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR:2023-24; V-2, I-8.1.2, P-41) (internal plaster)
Internal walls
Pumphouse
deduct for Door
(As per issue rates)
Providing 15 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) t--------------------------r, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR:2023-24; V-2, I-8.2.2, P-41) (external plaster)
for external walls
Wall Above Sheet
Front Chejja top
for chejja bottom
Front Chejja sides
deduct for D
Pump house Entrance Steps
Sides
UG Sump Entrance Steps
Sides
(As per issue rates)
Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification. (CSR:2023-24; V-2, I-15.6, P-150)
For UG Sump tank-inside walls
For top of bottom slab
For bottom of top slab
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) CSR:2023-24; V-2, I-8.33.1, P-46)
for internal walls same as internal plastering qty
Finishing walls with water proofing cement paint of required shade :Newwork (Two coats applied @ 4.84 kg/10 m²) to give an even shade afterthoroughly brooming the surface to remove all dirt, dust, mortar dropsand foreign matter including preparing the surface even and sand papersmooth, cost of materials, labour complete as per specifications and as perdirections of Engineer-in-charge.CSR:2023-24; V-2, I-8.28.1, P-45)
for external walls same as external plastering qty
Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates CSR:2023-24; V-1, I-2.1.4, P-15)
UG tank flagging concrete
Pump house flagging concrete
(As per issue rates)
for Formwork add 3%
Providing and laying 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 mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 L per 50 kg of cement or as per direction of Engineer incharge. CSR:2023-24; V-2, I-2.1.9.2, P-59
for Pumphouse flooring
Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete.(CSR:2023-24; V-2, I-9.1, P-59)
for Entrance Steps of Sump
for Entrance Steps of Pump house
(As per issue rates)
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge. CSR:2023-24; V-2, I-11.5.1, P-77)
For Doors D
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to removeall dirt, dust, mortar drops and foreign matter including preparing thesurface even and sand paper smooth, cost of materials, labour completeas per specifications and as per directions of Engineer-in-charge. CSR:2023-24; V-2, I-8.41, P-48)
For rafters & purlins sloped area
for Doors
Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. CSR:2023-24; V-2, I-11.16.2, P-82)
for Roof Rafter /Purlins (Refer Detailed Statement)
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineerin-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. CSR:2023-24; V-2, I-7.38, P-26)
Roof area
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 9.1 Ridges plain (500 - 600mm)CSR:2023-24; V-2, I-7.39.2, P-26)
Flashings/ Aprons ( Upto 600 mm)
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 9.1 Ridges plain (500 - 600mm)CSR:2023-24; V-2, I-7.39.6, P-26)
Gutter (600 mm over all girth)
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter CSR:2023-24; V-2, I-13.48, P-125)
For Rain water pipe
Total Amount
Assistant Engineer
Market Development Project
No.1 Sub-Division, Bangalore
DETAILED ESTIMATE OF ENTRANCE STRUCTURE UNDER PROVIDING INFRASTRUCTURE FACILITIES AT MAIN MARKET YARD OF A.P.M.C , K.G.F , KOLAR DISTRICT.
For Plinth beams
Checkpost
75% (to be measured at site)
25% (to be measured at site)
Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per pecifications. (CSR:2023-24; V-2, I-4.1, P-5)
Checkpost
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(CSR:2023-24; V-1, I-1.9, P-7)
from Excavation qty
Deduct PCC qty
Deduct RCC qty
Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (CSR:2023-24; V-1, I-2.1.2, P-58)
Checkpost Flooring
For Plinth beams
Checkpost
(As per issue rates)
Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR:2023-24; V-1, I-2.4.3 P-16)
For Column Footings
(As per issue rates)
for Formwork add 8%
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.4.3, P-16)
For 600 Dia Circular Columns up to plinth
for Formwork add 70%
(As per issue rates)
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR:2023-24; V-1, I-2.5.2, P-16)
For 600 Dia Circular Columns above plinth
for Formwork add 70%
(As per issue rates)
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.1, P-16)
For Cills below Openings
for Formwork add 3%
(As per issue rates)
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR:2023-24; V-1, I-2.5.2, P-16)
For Plinth beams
Checkpost
for Formwork add 50%
(As per issue rates)
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR:2023-24; V-1, I-2.5.2, P-79)
For Roof Beams
For Top Tie Beams
for Formwork add 60%
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (CSR:2023-24; V-1, I-2.11a, P-90)
For Entance Gate Structure (Refer Detailed Statement)
(As per issue rates)
Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (CSR:2023-24; V-2, I-6.32, P-17)
200 thick for walls
deduct for Door openings
deduct for window openings
(As per issue rates)
Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR:2023-24; V-2, I-8.10, P-43)
check post Ceiling
(As per issue rates)
Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR:2023-24; V-2, I-8.1.2, P-41) (internal plaster)
Internal walls
deduct for openings
(As per issue rates)
Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR:2023-24; V-2, I-8.3.2, P-41) (external plaster)
External walls including plinth sides
deduct for openings
(As per issue rates)
Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm (CSR:2023-24; V-2, I-9.12.2, P-60)
Check post
for Flooring skirting
(As per issue rates)
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) CSR:2023-24; V-2, I-8.33.1, P-46)
Internal walls same as Internal plastering qty
External walls same as External plastering qty
Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame CSR:2023-24; V-2, I-12.96, P-112)
Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames.- with both side prelam 30 mm thicknessCSR:2023-24; V-2, I-12.97.1, P-112)
Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6 PHR with TPE (Thermo Plastic Elastomer) and lead free, gaskets -grey color having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 44mm width x 40mmheight with reinforcement of 1mm thickness and Sash with overall size of 27mm X 53mm with UPVC honeycomb structure inside in lieu of GI reinforcement. Coextruded Glazing bead for fixing of glass shall be of size 9.5mm x 21.5mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with Crescent Locks. Wall thickness of frame & sash shall be of 2 mm.Maximum possible size – 1219mm x 1219mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) CSR:2023-24; V-2, I-12.84, P-108)
Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge CSR:2023-24; V-2, I-11.25.2, P-84)
for Entrance gate @ 30Kg/Sqm
Providing and fixing M.S. grills of required pattern in frames of windows / Entrance Gate, etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. CSR:2023-24; V-2, I-11.34B, P-86)
For Window @ 21Kg/Sqm
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. CSR:2023-24; V-2, I-8.41, P-48)
for Entrance [email protected]/Sqm
Total
For 2 Nos of Entrance Structurr, Total Amount
Assistant Engineer
Market Development Project
No.1 Sub-Division, Bangalore
DETAILED ESTIMATE OF ADMINSTRATION BLOCK UNDER PROVIDING INFRASTRUCTURE FACILITIES AT MAIN MARKET YARD OF A.P.M.C , K.G.F, KOLAR DISTRICT.
Below plinth beam
Below Ramp
for Flagging concrete
50% (to be measured at site)
25% (to be measured at site)
25% (to be measured at site)
Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per pecifications. (CSR:2023-24; V-2, I-4.1, P-5)
for below flooring
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(CSR:2023-24; V-1, I-1.9, P-7)
from Excavation
for GF plinth filling
for Entrance Ramp
deduct PCC Qty
deduct RCC footings
Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (CSR:2023-24; V-1, I-2.1.2, P-15)
Below flooring
Below plinth beam
Below Ramp
for Flagging concrete
Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates CSR:2023-24; V-1, I-2.1.4, P-15)
Entrance steps-Rise & Tread
for Flagging concrete
for Ramp
for Formwork add 3%
Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR:2023-24; V-1, I-2.4.3 P-15)
Column Footings F1
for Formwork add 8%
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.4.3, P-16)
For Columns upto Plinth, C1
for Formwork add 70%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.for M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.2, P-16)
For Columns above Plinth, C1
for Formwork add 70%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.1, P-16)
For Cills below W
For Lintel above W
for Formwork add 60%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.1, P-16)
For Boxtype Chejjas projections
For windows W
For ventilators V
for Formwork add 45%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.for M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.2, P-16)
for M25 For Plinth Beams
PB1-PB2-PB3-PB2-PB1
PB1-PB2-PB3-PB2-PB1
PB5-PB6-PB6-PB5
for M25 For Portico Roof Slab
for Formwork add 50%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.for M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.2, P-16)
for M25 For Roof Tie Beams
TB1-TB2-TB3-TB2-TB1
TB1-TB2-TB3-TB2-TB1
TB5-TB6-TB6-TB5
for M25 For Portico Roof Beams
for Formwork add 60%
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (CSR:2023-24; V-1, I-2.11a, P-18)
For Admin Block (Refer Detailed Statement)
Providing Coursed Size stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(CSR:2023-24; V-2, I-5.4, P-9)
Provision for Flagpost, Transformer Support, Drainage Cutoff wall,partition walls, shorter Retaining walls, etc
Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (CSR:2023-24; V-2, I-6.32, P-17)
for 200 thick for walls
Along Grid 1-1 & 6-6
Between rooms
Along Grid A-A, B-B, E-E & F-F
Along Grid C-C & D-D
Entrance & Staircase area
for Gable End walls
for Gable walls between rooms
Deductions: For ED
Room Door DR
Windows W1
Ventilators V
Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (CSR:2023-24; V-2, I-6.34, P-17)
100 thk partition walls
for toilets
for Gable walls between rooms
Deductions: For D1
Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR:2023-24; V-2, I-8.1.2, P-41) (internal plaster)
Admin Section
Development Section
Electrical Room
Records Room
Sec. / Asst.Sec Room
Ante Room
Toilets
G/L.Toilet
E-Tendering Section
Entrance / Corridor
for Gable End walls
for Gable walls between rooms
deductions: For ED
Room Doors DR
deduct For windows W
For ventilators V
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.(CSR:2023-24; V-2, I-8.51, P-50)
For Inside plastered walls
Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR:2023-24; V-2, I-8.3.2, P-41) (external plaster)
for external walls
for Gable End walls
for Portico Slab Sides
all round box type chejja projections for window-W
all round box type chejja projections for window-W1
all round box type chejja projections for Ventilator-V
deductions: For ED
Room Doors DR
deduct For windows W
For ventilators V
Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm (CSR:2023-24; V-2, I-9.12.2, P-60)
Admin Section
Development Section
Electrical Room
Records Room
Sec. / Asst.Sec Room
Ante Room
E-Tendering Section
Corridor
Entrance
Staircase area
Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile(CSR:2023-24; V-2, I-9.12.2, P-60)
Admin Section
Development Section
Electrical Room
Records Room
Sec. / Asst.Sec Room
Ante Room
E-Tendering Section
Corridor
Entrance
Staircase area
deductions: For ED
Room Doors DR
Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc.complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement (CSR:2023-24; V-2, I-9.6.2, P-59)
For Ramp area
Providing and laying flooring and steps machine cut granite slabs 40 mm thick on cement mortar bed 1:6, 25 mm thick, and pointed with cement mortar 1:3 over existing cement concrete bed , including cost of materials, mortar labour, curing complete as per specifications. (CSR:2023-24; V-2, I-9.28, P-63)
Portico area
For Entrance Steps
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointing the joints with white cement and matching pigment etc., complete. (CSR:2023-24; V-2, I-9.9 P-60)
Toilets
G/L.Toilets
Providing and fixing 12 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding for Bathrooms: Toilet: Chemically exposed areas and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) with Acid and alkali resistant tile (CSR:2023-24; V-2, I-9.7.2, P-59)
Toilets
G/L.Toilets
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) CSR:2023-24; V-2, I-8.33.1, P-46)
for internal walls
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.. CSR:2023-24; V-2, I-8.30, P-46)
for external walls
Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. CSR:2023-24; V-2, I-12.12, P-99)
Main Entrance ED
Room Entranbce DR
Doors D1
Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures ) CSR:2023-24; V-2, I-12.15, P-100)
Main Entrance ED
Room Entranbce DR
Doors D1
Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame CSR:2023-24; V-2, I-12.96, P-112)
Toilet Door D2
Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames.- with both side prelam 30 mm thicknessCSR:2023-24; V-2, I-12.97.1, P-112)
Toilet Door D2
Painting wood work with Deluxe Multi Surface Paint of required shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @0.75 L/10 m² of approved brand and manufacture to give an even shade including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering and knotting, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. CSR:2023-24; V-2, I-8.33.2, P-46)
Main Entrance ED
Room Entranbce DR
Doors D1
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. CSR:2023-24; V-2, I-11.28, P-85)
for Portico, Ent.Steps & Ramp @ 18kg/Sqm
Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2 (Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wall thickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size – 2419mm x 2200mm. (The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) CSR:2023-24; V-2, I-12.90, P-110)
Providing & fixing of louvered ventilator made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. ouver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) CSR:2023-24; V-2, I-12.85, P-109)
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. CSR:2023-24; V-2, I-11.3, P-77)
for Entrance Collapsible gate
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. Fixed to openings /wooden frames with rawl plugs screws etc. CSR:2023-24; V-2, I-11.34B, P-86)
For Window & Ventilators area @ 12Kg/Sqm
Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. CSR:2023-24; V-2, I-11.16.2, P-82)
for Roof Rafter /Purlins (Refer Detailed Statement)
Providing,fabricating and fixing Profiled Poly Urethane insulated Roof (PUF Sheet) having modular density 40kg/m2 and size 1.06m width and 7.60m length sheets roof having external sheet of 0.5mm steel, bottom sheet of 0.40mm steel with powder coated finish. The precoated sheet shall be of minimum 240MPa steel conforming to IS 14246 : 1995 and shal have zinc coating with minimum 120gsm as per IS 277:1992,.The roofing system shall have suitable water proof over lapping arrangments and GRIHA ceritifed.The fasting shall be of self tapping screws of required length with PVC head along with washer pre-painted aluminium cap unit with build in seal arrangments.The entire ooProviding,fabricating and fixing Profiled Poly Urethane insulated Roof(PUF Sheet) having modular density 40kg/m2 and size 1.06m width and 7.60m length sheets roof having external sheet of 0.5mm steel, bottom sheet of 0.40mm steel with powder coated finish. The precoated sheet shall be of minimum 240MPa steel conforming to IS 14246 : 1995 and shal have zinc coating with minimum 120gsm as per IS 277:1992,.The roofing system shall have suitable water proof over lapping arrangments and GRIHA ceritifed.The fasting shall be of self tapping screws of required length with PVC head along with washer pre-painted aluminium cap unit with build in seal arrangments.The entire roof shall be firmly fastened to the existng frame including all lead and lifts, loading & unloading ,usage charges of machinery and equipments, transportation charges,labour charges and all other incidental charges etc.,complete as per standard technical detailed specifications and as directed by the Engineer in charge of the work shall be firmly fastened to the existng frame including all lead and lifts, loading & unloading ,usage charges of machinery and equipments, transportation charges,labour charges and all other incidental charges etc.,complete as per standard technical detailed specifications and as directed by the Engineer in charge of the work CSR:2023-24; V-2, I-7.67.1, P-38)
for 30mm thk PUF sheet inclined roof area
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Ridges plain (500 - 600mm): CSR:2023-24; V-2, I-7.39.1, P-26)
9.1 Ridges plain (500 - 600mm)
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Flashings/ Aprons ( Upto 600 mm) CSR:2023-24; V-2, I-7.39.2, P-26)
Flashings/ Aprons ( Upto 600 mm)
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Gutter (600 mm over all girth) CSR:2023-24; V-2, I-7.39.3, P-26)
Gutter (600 mm over all girth)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. CSR:2023-24; V-2, I-8.41, P-48)
For rafters & purlins sloped area
for Doors ED
for window & ventilator grills
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc CSR:2023-24; V-2, I-13.32.4, P-122)
32mm dia. nominal OD Pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc CSR:2023-24; V-2, I-13.32.2, P-122)
20mm dia. nominal OD Pipes
Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer CSR:2023-24; V-2, I-14.7A, P-133)
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests CSR:2023-24; V-2, I-14.1.1, P-131)
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 1 W.C. pan with ISI marked white solid plastic seat and lid CSR:2023-24; V-2, I-14.3.1, P-131)
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern CSR:2023-24; V-2, I-14.4.4, P-132)
Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. CSR:2023-24; V-2, I-10.8, P-70)
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. CSR:2023-24; V-2, I-13.34, P-123) FOR 1000 Litre capacity
Providing and fixing PTMT bib cock of approved quality and colour. 15 mm nominal bore, 122mm long, weighing not less than 99 g CSR:2023-24; V-2, I-13.17.2, P-120)
Providing and fixing PTMT stop cock of approved quality and colour, 15 mm nominal bore, 86 mm long, weighing not less than 88 g CSR:2023-24; V-2, I-13.18.1, P-120)
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: CSR:2023-24; V-2, I-13.38, P-123)
Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore CSR:2023-24; V-2, I-13.4.1, P-117)
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter CSR:2023-24; V-2, I-13.48, P-125)
For Rain water pipe
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3.5 CSR:2023-24; V-2, I-13.53, P-126)
1Chamber
Total Amount
Assistant Engineer
Market Development Project
No.1 Sub-Division, Bangalore
DETAILED ESTIMATE OF AUCTION PLATFORM UNDER PROVIDING INFRASTRUCTURE FACILITIES AT MAIN MARKET YARD OF A.P.M.C , K.G.F , KOLAR DISTRICT.
Footings
Below Entrance steps
For Plinth beams
75% (to be measured at site)
25% (to be measured at site)
Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per pecifications. (CSR:2023-24; V-2, I-4.1, P-5)
Filling available excavated earth(excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(CSR:2023-24;V-1,I-1.9,P-7)
From Excavation
for plinth filling
Deduct PCC for footings
Deduct RCC for footings
Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (CSR:2023-24; V-1, I-2.1.2, P-15)
For Foundation
Below Entrance steps
(As per issue rate)
Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates CSR:2023-24; V-1, I-2.1.4, P-15)
For Entrance steps-Rise r & Tread
(As per issue rate)
for Formwork add 3%
Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.2.3, P-15)
For Column Footings
(As per issue rate)
for Formwork add 8%
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.4.3, P-16)
For Columns upto Plinth
(As per issue rate)
for Formwork add 70%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.2, P-16)
For Columns above Plinth
(As per issue rate)
for Formwork add 70%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.2, P-16)
For Plinth Beams PB1
(As per issue rate)
for Formwork add 50%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.2, P-16)
For Tie Beams RB1
(As per issue rate)
for Formwork add 60%
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (CSR:2023-24; V-1, I-2.11a, P-18)
For Auction Platform (Refer Detailed Statement)
(As per issue rate)
Providing 15 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR:2023-24; V-2, I-8.3.2, P-41) (external plaster)
For Columns (300x600)
For Plinth Beams
For Tie Beams (200x600)
(As per issue rate)
Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc.complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement (CSR:2023-24; V-2, I-9.6.2, P-59)
Auction Platform area
(As per issue rate)
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) CSR:2023-24; V-2, I-8.33.1, P-46)
Plastering Qty of Columns & Beams
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineerin-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. CSR:2023-24; V-2, I-7.38, P-26)
Roof area
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm)CSR:2023-24; V-2, I-7.39.1, P-26)
9.1 Ridges plain (500 - 600mm)
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Flashings/ Aprons ( Upto 600 mm)CSR:2023-24; V-2, I-7.39.2, P-26)
Flashings/ Aprons ( Upto 600 mm)
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Gutter (600 mm over all girth)CSR:2023-24; V-2, I-7.39.6, P-26)
Gutter (600 mm over all girth)
Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. CSR:2023-24; V-2, I-11.16.2, P-82)
for Roof Rafter /Purlins (Refer Detailed Statement)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. CSR:2023-24; V-2, I-8.41, P-48)
for Structural roof inclined area
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter CSR:2023-24; V-2, I-13.48, P-125)
Roof area
TOTAL
FOR 2 Nos of AUCTION PLATFORM TOTAL AMOUNT =
Assistant Engineer
Market Development Project
No.1 Sub-Division, Bangalore
DETAILED ESTIMATE OF TOILET BLOCK UNDER PROVIDING INFRASTRUCTURE FACILITIES AT MAIN MARKET YARD OF A.P.M.C , K.G.F , KOLAR DISTRICT.
For Walls
for Column Footings-F1
for septic tank
75% (to be measured at site)
25% (to be measured at site)
Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per pecifications. (CSR:2023-24; V-2, I-4.1, P-5)
for Column Footings-F1
for below flooring
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(CSR:2023-24; V-1, I-1.9, P-7)
From Excavation
for plinth filling
Deduct PCC for Footings
Deduct RCC for footings
Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (CSR:2023-24; V-1, I-2.1.2, P-15)
For Walls
For Steps
for Column Footings-F1
For flooring
for septic tank
(As per issue rates)
Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates CSR:2023-24; V-1, I-2.1.2, P-15)
For Entrance steps-Rise r & Tread
For Flagging Concrete (1m wide)
for Formwork add 3%
(As per issue rates)
Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (CSR:2023-24; V-1, I-2.4.3 P-15)
for Column Footings-F1
(As per issue rates)
for Formwork add 8%
Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.4.3, P-16)
For Columns upto Plinth
(As per issue rates)
for Formwork add 70%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. for M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.2, P-16)
For Columns above plinth
(As per issue rates)
for Formwork add 70%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.1, P-16)
For Cills below Openings
(As per issue rates)
for Formwork add 3%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.1, P-16)
For Lintel Beams
for Pattation Walls
Deduct Clms
(As per issue rates)
for Formwork add 60%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. for M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.2, P-16)
For Plinth Beams
(As per issue rates)
for Formwork add 50%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. for M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.2, P-16)
For Tie Beams
(As per issue rates)
for Formwork add 60%
Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. for M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(CSR:2023-24; V-1, I-2.5.2, P-16)
For Roof Slab
for septic tank slab
(As per issue rates)
for Formwork add 50%
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (CSR:2023-24; V-1, I-2.11a, P-18)
Total RCC Qty
100 kg/ Cum
(As per issue rates)
Providing Coursed Size stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(CSR:2023-24; V-2, I-5.4, P-9)
For Basement Walls
For Steps
(As per issue rates)
Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. (CSR:2023-24; V-2, I-6.2, P-13)
230 thick for walls
deduct for CG
Deduct Clms
for septic tank long wall
for septic tank short wall
baffle wall
(As per issue rates)
Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 (1 cement :4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.. (CSR:2023-24; V-2, I-6.15, P-14)
100 thk internal wall
deduct for D2
(As per issue rates)
Providing 6 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) on concrete surface / ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. (CSR:2023-24; V-2, I-8.10, P-43) (Ceiling plaster)
for Urinal Area
(As per issue rates)
Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR:2023-24; V-2, I-8.1.2, P-41) (internal plaster)
for Inside walls above tiles
G Toilet
Passage
L Toilet
Passage
Urinal Area
for septic tank inside
baffle wall
(As per issue rates)
Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.. (CSR:2023-24; V-2, I-8.2.2, P-41) (Rough plaster)
for rough Plaster Inside walls
G Toilet
Passage
L Toilet
Passage
WB Wall
Urinal Area
deduct for CG
deduct for D2
deduct for V
deduct for W
(As per issue rates)
Providing 15 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick /stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (CSR:2023-24; V-2, I-8.3.2, P-41) (external plaster)
for external walls
deduct for CG
deduct for V
deduct for W
for septic tank outside
baffle wall
Providing and laying Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement (CSR:2023-24; V-2, I-9.6.2, P-59)
For Entrance steps-Rise & Tread
(As per issue rates)
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointingthe joints with white cement and matching pigment etc., complete. (CSR:2023-24; V-2, I-9.9, P-60)
Gents Toilet
Ladies Toilet
Urinal Area
(As per issue rates)
Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete. (CSR:2023-24; V-2, I-10.14, P-70)
Qty As per Rough Plastering
(As per issue rates)
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 L/10 m² over and including one coat of Special primer applied @ 0.75 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (The gloss should be 50% @ 60 degree angle with 10 years life) CSR:2023-24; V-2, I-8.33.1, P-46)
Internal Plastering
for external plastered walls
Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame CSR:2023-24; V-2, I-12.96, P-112)
Providing and fixing to existing door frames Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames.- with both side prelam 30 mm thicknessCSR:2023-24; V-2, I-12.97.1, P-112)
Providing & fixing of louvered ventilator made out of multi chambered PVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free with gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the ventilator frame. The frame having overall size of 39mm x 39mm with GI reinforcement of 1mm thickness. Louver clip in Aluminium (powder coated in white) will be used on the frame along with plastic parts for fixing the 4 mm pin head glass. Wall thickness of frame shall be 2mm.Maximum possible size – 1000mm x 1000mm.(The cost is inclusive of all fixtures and separate charges for minor T&P's shall not be made) CSR:2023-24; V-2, I-12.85, P-109)
for ventilators
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. CSR:2023-24; V-2, I-11.3, P-77)
for Entrance Collapsible gate
Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. CSR:2023-24; V-2, I-11.16.2, P-82)
for Roof Rafter /Purlins (Refer Detailed Statement)
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. Fixed to openings /wooden frames with rawl plugs screws etc. CSR:2023-24; V-2, I-11.34B, P-86)
For Ventilators area @ 21Kg/Sqm
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineerin-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. CSR:2023-24; V-2, I-7.38, P-26)
Galvalume sheet roof sloped area
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Flashings/ Aprons ( Upto 600 mm) CSR:2023-24; V-2, I-7.39.2, P-26)
Flashings/ Aprons ( Upto 600 mm)
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Gutter (600 mm over all girth) CSR:2023-24; V-2, I-7.39.3, P-26)
Gutter (600 mm over all girth)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. CSR:2023-24; V-2, I-8.41, P-48)
For rafters & purlins sloped area
for Collapsible Gate
for Ventilator MS grill works
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc CSR:2023-24; V-2, I-13.32.4 P-122)
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc CSR:2023-24; V-2, I-13.32.2 P-122)
Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: using White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer CSR:2023-24; V-2, I-14.7A, P-133)
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests CSR:2023-24; V-2, I-14.1.1, P-131)
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 1 W.C. pan with ISI marked white solid plastic seat and lid CSR:2023-24; V-2, I-14.3.1, P-131)
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern CSR:2023-24; V-2, I-14.4.4, P-132)
Providing and fixing granite stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. CSR:2023-24; V-2, I-10.8, P-70)
(As per issue rates)
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. CSR:2023-24; V-2, I-13.34, P-123) FOR 1000 Litre capacity
Providing and fixing PTMT bib cock of approved quality and colour. 15 mm nominal bore, 122mm long, weighing not less than 99 g CSR:2023-24; V-2, I-13.17.2, P-120)
Providing and fixing PTMT stop cock of approved quality and colour, 15 mm nominal bore, 86 mm long, weighing not less than 88 g CSR:2023-24; V-2, I-13.18.1, P-120)
Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. CSR:2023-24; V-2, I-14.16A, P-127)
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 32 mm dia. CSR:2023-24; V-2, I-14.28.1, P-127)
Waste Pipe
Providing and fixing Rectangular shape 1500x450 mm mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :. CSR:2023-24; V-2, I-14.32.4, P-127)
Mirror
Providing and fixing 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190. CSR:2023-24; V-2, I-14.40.2, P-127)
towel Rail
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber 100mm x 100mm size P type with Non Modular common burnt clay bricks of designation 3.5& water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: CSR:2023-24; V-2, I-13.38, P-123)
Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore CSR:2023-24; V-2, I-13.4.1, P-117)
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter CSR:2023-24; V-2, I-13.48, P-125)
For Rain water pipe
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3.5 CSR:2023-24; V-2, I-13.53, P-126)
Chamber
Total Amount
Assistant Engineer
Market Development Project
No.1 Sub-Division, Bangalore
ESTIMATE
Estimate for Arranging power supply to market yard by providing 1 x 63 KVA 11kv/433v Distribution Transformer at main market yard of K.G.F APMC
TAPPING POINT FROM 11KV AND HT LINE TO DTC
DP Set (2 Pole Strucrure Kit) as per IS-1977., For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - GI. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 26.02)
Erection of 2 Pole Structure using RCC/PSCC Pole 9 to 10 Mtr long. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 2.06)
RCC Pole - 9 Mtr Long, 145 Kg WL. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part I no 1.01)
Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing. Ordinary Soil. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 1.1.1)
Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 2.02)
Spiral Earth Electrode. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 2.16)
H - Frame Set for fixing 11kV, 400/200 Amps DB GOS - (For DP structure for providing New GOS for sectionalisation) - GI. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 24.07)
Errection of H Frame. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 2.09)
11 kV, 400 Amps Single Break Polymer Type Post Insulators GOS. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 24.05 )
Fixing of GOS including wiring (11 kV Double Break 400 Amps). ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 13.03)
Guy Set Complete with No. 15 Strain Insulator & Concreting materials. ESCOMs SR 2023-24 V-6 Part-2 (Cost Data Sheet 15 - Item no 4)
Digging of Pit for GUY SET in Ordinary Soil. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 1.7.1)
Fixing of GUY Set with break insulator making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT). ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 5.10)
Guy concreting with Boulders, Mud & Sand. ESCOMs SR 2023-24 V-6 Part-2 (Cost Data Sheet 15 - Item no 6)
11 kV, Horizontal Cross Arm - Galvanised Iron (GI). ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 2.02)
Fixing of V-Shape/Horizontal cross arm including Single Top Support Brace and Insulator fixing. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 5.03)
DISC Insulator 45 kN Porcelain. ESCOMs SR 2021-22 V-6 Part-2 (Material Charge Part - Item no 6.09)
11 kV, 45 kN Polymeric Insulator. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 6.10)
ACSR Rabbit Conductor (6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM) as per IS-398 (Part - 2/1996). ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 7.02)
Stringing of Rabbit ACSR conductor, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 6.02)
1 X 63 KVA DISTRIBUTION TRANSFORMER ALONG WITH DOUBLE POLE STRUCTURE
Double Pole TC Set for erection of 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI as per IS-1977. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 21.04)
Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing. For 25/63/100 kVA. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 3.01)
RCC Pole - 9 Mtr Long, 145 Kg WL. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part I no 1.01)
Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing. Ordinary Soil. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 1.1.1)
Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 2.02)
Pole Concreting with CC 1:2:4 (without coping) 9 Mtr support (650x500x1700mm). BESCOM SR 2021-22 V-4 (I no 1.8.2 a /p no 1)
DISC Insulator 45 kN Porcelain. ESCOMs SR 2021-22 V-6 Part-2 (Material Charge Part - Item no 6.09)
10KV 5kA LA Polymeric type with GROUND DISCONNECTOR. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 19.02)
Fixing of 3 Nos lightning arrestors including wiring. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 13.06)
H - Frame Set for fixing 11kV, 200 Amps SB GOS - (For DP structure for providing New GOS for sectionalisation) - GI. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 24.07)
Errection of H Frame. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 2.09)
11kV, 200Amps Single Break GOS. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 24.01)
Fixing of GOS including wiring (11 kV Single Break 200 Amps) . ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 13.02)
11kV Class, HG Fuse Unit with Solid Core Insulators. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 20.01)
Fixing DOLO cutouts/Horn Gap Fuses including fixing of cross arms and wiring. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 13.01)
Distribution Transformer - 63 kVA 3 Phase, 11kV/433V Aluminium Wdg, Star 2 (5 Star) - Stacked CRGO Core with Oil as per IS-1180 (Part-1): 2014. OPEN BUSHING TYPE. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 12.04)
Erection of 25 to 63 kVA Transformer on Transformer Structure. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 8.01)
Caution/Danger Board. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 68.17)
LT Distribution Box for 63/100 kVA DTC with MCCB's (Sheet Metal). ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 18.01)
Fixing LT Distribution box for 63/100/250/500 KVA DTCs (Excludingwiring). ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 9.07)
LT Protection Kit. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 17.01)
Fixing of LT Protection Kit. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 15.03)
AI Lead Wire - 95/120 Sqmm. ESCOMs SR 2023-24 V-6 Cost Data Sheet-25 (Item no 13 (i))
Heavy Duty Copper Terminal Long Barrel 95 Sqmm Copper Terminal, Apprx Wt: 58 Gm. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 59.05)
PG Clamp Rabbit to Insulated Wire 95Sqmm. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 10.01)
8 SWG GI Wire (4.064 mm Dia), Std Wt: 131 Kg/KM. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 8.02)
Meter Protection/Tamper Proof box with busbar for LT 3 Ph with CT Ratio 100/5A, 1.0 Accuracy Class. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 55.03)
Fixing of LT Metering Box with clamping arrangement for mounting on the Transformer structure with necessary terminal strip and CT mounting arrangement for housing the ETV Meters and connecting to the existing ground. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 15.02)
LT 3 Phase, 4 Wire, CT Operated DLMS Complaint ETV Meter-5A, class 0.5s Accuracy (Used for 25 HP/18KW & Above Installations, DTC Metering). ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 53.05)
Wiring of 1 Circuit of LT Wiring for for 25/63/100 kVA DTC to the existing LT protection Kit/Distribution Box via metering box. (includes fixing of necessary supports like 2 Pin cross arm, Spacer etc). ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 15.02)
Earthing materials pipe type for grounding (Single Electrode with accessories). ESCOMs SR 2023-24 V-6 Cost Data Sheet-25 (Item no 7)
Digging of Pit for providing GI Pipe type Earthing in Ordinary Soil. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 1.6.1)
Providing GI Pipe Earthing for Lightning Arrester, Transformer Neutral and Transformer Metal parts (Excluding digging of pits). ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 8.05)
Providing chain link fencing 50 mm size of 8 guage properly stretched between rectangular Poles and fixed with suitable bolts & nuts, the free ends shall be welded to the Pole and block pipe at top and bottom as required including cost of all materials, labour, lead and lifts, cutting, bending wherever necessary, wastage and lapping etc., complete as per the direction of the engineer incharge for work including two coats of approved quality paint over one coat of primer paint. BESCOM SR 2021-22 V-4 (I no 28 /p no 14)
LT POWER DISTRIBUTION LINE BY AERIAL BUNCHED CABLE TO MARKET YARD
RCC Pole - 9 Mtr Long, 145 Kg WL. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 1.01)
Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing. Ordinary Soil. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 1.1.1)
Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 2.02)
Spiral Earth Electrodes. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 2.16)
Pole Clamp for HT/LT AB cable. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 43.35)
Fixing of Pole Clamp - 145 mm x 95. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 24.11)
Full Threaded Bolt & Nut as per IS-1367 16x40 mm GI. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 61.12)
1.1 kv, LT Aerial Bunched Cable, confirming to IS-14255:1995 XLPE insulation. 3x95 + 1x70 + 1x16 Sqmm Street light (Insulated Messenger cum Neutral). ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 42.03)
Stringing of 1.1 kV grade Aerial Bunched 3 Core cable of XLPE insulation of size (3x95) (Phase Conductor) + (1x70) (Insulated Messenger Neutral) + (1x16) (Street Light Control). ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 24.03)
Three phase distribution box for 6 connection. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 43.10)
Installation of Distribution box suitable for 6 3 phase connections. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 24.28)
Piercing connector for suitable for 16 sqmm- 95 sqmm AB Cable for service connections. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 43.11)
Installation of Insulation piercing connector for main to service line Main : 16-95sqmm, Tap : 4-35sqmm(P2X95). ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 24.13)
Piercing Connector Suitable for 16 Sqmm - 95 Sqmm AB Cable - Street Light Connection. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 43.12)
Suspension Clamp suitable for insulated Messsenger wire of size 25 to 95 Sqmm. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 43.01)
Erection of Suspension Clamp - 25 to 95 Sqmm insulated messenger with bracket. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 24.08)
Dead End Clamp/Anchor Clamp Assembly 25 to 95 Sqmm Bare Messenger (Exclusive of Pole Clamp and Eye Hook). ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 43.16)
Erection of Anchor Clamp - 25 to 95 Sq. mm insulated messenger with bracket. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 24.09)
Universal Hook and Bolts & Nuts. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 43.15)
Eye Hook (Flat Type) for fixing clamps. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 43.36)
Pre - Insulated Lug - CPTAU for 95 Sqmm. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 43.22)
Pre - Insulated Lug - CPTAU for 70 Sqmm. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 43.23)
Pre - Insulated Lug - CPTAU for 16 Sqmm. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 43.26)
Tee - Connector - KZ3 95. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 43.27)
Fixing of T-Connector KZ3 95. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 24.29)
Straight Joint Suitable for 95 Sqmm, LT ABC - MJPT Type. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 43.28)
Installation of Pre-insulated straight thru' joints-MJPT for 70 Sqmm cable. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 24.19)
Guy Set Complete with No. 8 Strain Insulator. ESCOMs SR 2023-24 V-6 Part-2 (Cost Data Sheet 37 - Item no 16)
Fixing of GUY Set with break insulator making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT). ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 5.10)
Guy concreting with Boulders, Mud and Sand. ESCOMs SR 2023-24 V-6 Part-2 (Cost Data Sheet 37 - Item no 17)
Supplying heavy gauge PVC conduit pipe 32mm dia 2.5 mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. PWD Electrical SR 2023-24 V-6 Part -3 (I no 1.1.3/p no 1)
PVC Wire - 25 Sqmm 1.1 KV Class HR (Heat Resistant) PVC Insulated & UnSheathed Aluminium Wires Multistrand Single Core Lead wires as per IS-694: 2010, Al Wt: 6.7 Kg, Total Wt: 11.5 Kg/100 Mtr Coil. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 49.02)
Supplying and Fixing 32mm dia clamps ss A GI pipe bracket upto 2.7 meters long terminated with a reducing collar of 40x25mm to which extra pipe of 175mm length is fixed for fixing MV/SV/MH/FTL streetlight fitting of all capacities on rail/RCC/wall/tubular pole,using suitable clamps,bolts,nuts and wiring using suitable capacity wires. PWD Electrical SR 2023-24 V-6 Part -3 (I no 13.2.2/p no 56)
Supply of 90 Watts LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency>1301m/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. PWD Electrical SR 2023-24 V-6 Part-3 (I no 11.8.4/p no 45)
Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wirescomplete with all leads & lift and all incidental charges as per specification and directions of the Engineer-in-charge of the work. PWD Electrical SR 2023-24 V-6 Part-3 (I no 13.5/p no 55)
Fabricating,supplying,and mounting of MS automatic street light control box of size 25,000 sqcm MS Box with following component, 9000 sqcm hylum sheet, 4 mtrs of angle iron, 1 no' of LED type panel board, 1 no' Single phase Energy Meter, 1 No' of 40Amps DP , 1 no' 6-32Amps SP MCB, 1 no' Microprocessor based Electronic timer, 1 no' of 3 pole 40Amps NO/NC Contactor and etc. Annexure - 3
Total
ESTIMATE
Estimate for Providing internal wiring to Arch gate with check post at main market yard of K.G.F APMC
Supplying and fixing of 10-12 Way surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.Cwall, including necessary rawl plugs, Machine/NF screws etc., complete.. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.3.6/p no 7)
Supplying and fixing 10-12 Module superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.5.6/p no 7)
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multistrand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long point above 6Mtr upto 10Mtr from tapping point to outlet via switch box. PWD Electrical SR 2023-24 V-6 Part-3 (I no 2.2.3/p no 4)
Wiring for lighting/power circuit using one of 2.5 Sqmm FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694;2010. PWD Electrical SR 2023-24 V-6 (I no 2.3.3/p no 4)
Supplying and fixing of 6Amps One Way modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.6.1/p no 8)
Supplying and fixing of 6Amps 3Way socket & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.6.3/p no 8)
Supplying of recess mounting non integral type LED modular down light 2'x2' 40-42W luminaire comprising of pressure decast / extruded aluminium housing, with spring loaded false ceiling clamps, Power LEDs with CCT 6500 degree K,CRI>70%. efficacy >100 lumen per W, 120 degree beam spread, life> 25000 burning hours and Compliance to IS 10322/IEC60598, LM79 & LM80. The lamp compartment is enclosed with anti glare opal diffuser which enhances the lighting level LEDs are driven by HF electronic driver integrated in a separate control gear assembly., withPF>0.95, power loss should <5% of lamp Wage., short circuit & open circuit protection to be integrated in the circuit,THD less than 20%, Life as per LM79. The operating input voltage should be between 130 to 275V. BIS Approved andTested by NABL/CPRI ac credited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition. PWD Electrical SR 2023-24 V-6 Part-3 (I no 11.6.4/p no 44)
Supplying of 1 x 4 ' feet - PVC Batten with integrated LED tube 20/22Watts with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI > 80. Power Input: 220-240V @ 50/60Hz & Power factor >0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. PWD Electrical SR 2023-24 V-6 Part-3 (I no 11.3.2/p no 42)
Fixing all types and all capacities of fluorescent/false ceiling/spot light/CFL /LED fittings indoor on the wall / ceiling/ rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. On wall / ceiling / Raffer / Girders. PWD Electrical SR 2023-24 V-6 Part-3 (I no 13.7.1/p no 55)
Supplying capacitor type ceiling fan 48" Sweep (1200 mm) Regular model complete with down rod blades, shackle, canopies etc, for operation on 230V, 50cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. PWD Electrical SR 2023-24 V-6 Part-3 (I no 6.3.1/p no 29)
Fixing a ceiling/wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. PWD Electrical SR 2023-24 V-6 Part-3 (I no 13.11/p no 56)
Supplying and fixing of 4 Way SP & N regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. I - Single Door. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.19.1/p no 17)
Supplying and fixing 6-32 Amps SP miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required.confirming to IEC 60898. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.18.1/p no 16)
Supplying and fixing 6-32 Amps DP miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required.confirming to IEC 60898. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.18.4/p no 16)
Supply and Installation /Fixing / Provision of 300 mm x 300 mm x 214 mm Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid, shockproof, IP65 (WeatherProof), rust proof, dustproof, waterproof, corrosion proof having internally Embedded gasket onboth lid and flap suitable to fix Single Phase /Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCBcut-out with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.44.1/p no 20)
Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 20A single phase Class-1 Accuracy with Temper Proof Energy Meter. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.30/p no 18)
Supplying & fixing of 32 Amps Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.7.2/p no 13)
1.1 kV, 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 32.05)
Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m(40mtrs trench length x 0.5Mtr width x 1Mtr depth = 20Cum). PWD Civil SR 2023-24 (I no 1.17.1/p no 10)
Laying of 2.5 to 25 Sqmm LT UG cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 21.05)
Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications. (60mtrs trench length x 0.5Mtr width x 1Mtr depth = 30Cum). PWD Civil SR 2023-2024 V-1 (I no 1.10/p no 7)
Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia. PWD Electrical SR 2023-24 V-6 Part-3 (I no 12.56/p no 53)
GI/Copper strips for grounding connections, using necessary fixing materials as required. 600 x 600 x 3 mm GI Plate. PWD Electrical SR 2023-24 V-6 Part-3 (I no 12.58.6p no 53)
Total
Estimate
Estimate for Providing internal wiring toToilet Block at main market yard of K.G.F APMC
Supplying and fixing of 200 x 200 x 65 mm sheet Metal box made out of 18SWG sheet metal with necessary holes for cable / conduit entry as required with one coat of primer of approved make etc. PWD Electrical SR 2023-24 V-6 Part-3 (I no 1.4.7/p no 7)
Supplying and flush mounting powder coated / galvanized 3 Way metal box suitable for mounting modular switch plates.The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.4.2/p no 7)
Supplying and fixing 3 Module superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.5.2/p no 7)
Supplying and flush mounting powder coated / galvanized 6 Way metal box suitable for mounting modular switch plates.The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.4.4/p no 7)
Supplying and fixing 6 Module superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.5.4/p no 7)
Supplying and flush mounting powder coated / galvanized 10-12 Way metal box suitable for mounting modular switch plates.The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.4.6/p no 7)
Supplying and fixing 10-12 Module superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.5.6/p no 7)
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multistrand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box. PWD Electrical SR 2023-24 V-6 Part-3 (I no 2.2.1/p no 4)
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multistrand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Medium point above 3Mtr up to 6Mtr from tapping point to out let via switch. PWD Electrical SR 2023-24 V-6 Part-3 (I no 2.2.2/p no 4)
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multistrand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long point above 6Mtr upto 10Mtr from tapping point to outlet via switch box. PWD Electrical SR 2023-24 V-6 Part-3 (I no 2.2.3/p no 4)
Wiring for lighting/power circuit using one of 2.5 Sqmm FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694;2010. PWD Electrical SR 2023-24 V-6 (I no 2.3.3/p no 4)
Wiring for lighting/power circuit using one of 4 Sqmm FRLS PVC insulated 1100v grade, multistrand Copper with low conductor resistance single core wire in open or concealed system of wiring with specified IS-694;2010. PWD Electrical SR 2023-24 V-6 (I no 2.3.4/p no 4)
Supplying and fixing of 6Amps One Way modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.6.1/p no 8)
Supplying and fixing of 6Amps 3Way socket & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.6.3/p no 8)
Supplying and fixing of 16A One Way modular Switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.6.7/p no 8)
Supplying and fixing of 6/16A Universal Socket & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.6.10/p no 8)
Supplying of 1 x 4 ' feet - PVC Batten with integrated LED tube 20/22Watts with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI > 80. Power Input: 220-240V @ 50/60Hz & Power factor >0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. PWD Electrical SR 2023-24 V-6 Part-3 (I no 11.3.2/p no 42)
Fixing all types and all capacities of fluorescent/false ceiling/spot light/CFL /LED fittings indoor on the wall / ceiling/ rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. On wall / ceiling / Raffer / Girders. PWD Electrical SR 2023-24 V-6 Part-3 (I no 13.7.1/p no 55)
Supplying exhaust fan of 1440 RPM of 300mm (12") size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply. PWD Electrical SR 2023-24 V-6 Part-3 (I no 6.1/p no 29)
Fixing one exhaust fan after making a suitable notch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets, with bolts and nuts and a 5A,ceiling rose with sufficient length of 23/0.0076inchPVCinsulated twin core wire of approved make with wire mesh and wooden frame. PWD Electrical SR 2023-24 V-6 Part-3 (I no 13.13/p no 56)
Supplying and fixing of 8 Way SP & N regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. I - Single Door. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.19.3/p no 17)
Supplying and fixing 6-32 Amps SP miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required.confirming to IEC 60898. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.18.1/p no 16)
Supplying and fixing 6-32 Amps DP miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required.confirming to IEC 60898. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.18.4/p no 16)
Supply and Installation /Fixing / Provision of 300 mm x 300 mm x 214 mm Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid, shockproof, IP65 (WeatherProof), rust proof, dustproof, waterproof, corrosion proof having internally Embedded gasket onboth lid and flap suitable to fix Single Phase /Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCBcut-out with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.44.1/p no 20)
Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 20A single phase Class-1 Accuracy with Temper Proof Energy Meter. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.30/p no 18)
Supplying & fixing of 32 Amps Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.7.2/p no 13)
1.1 kV, 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 32.05)
Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m(40mtrs trench length x 0.5Mtr width x 1Mtr depth = 20 Cum). PWD Civil SR 2023-24 (I no 1.17.1/p no 10)
Laying of 2.5 to 25 Sqmm LT UG cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 21.05)
Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications. (40mtrs trench length x 0.5Mtr width x 1Mtr depth = 20 Cum). PWD Civil SR 2023-2024 V-1 (I no 1.10/p no 7)
Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia. PWD Electrical SR 2023-24 V-6 Part-3 (I no 12.56/p no 53)
GI/Copper strips for grounding connections, using necessary fixing materials as required. 600 x 600 x 3 mm GI Plate. PWD Electrical SR 2023-24 V-6 Part-3 (I no 12.58.6p no 53)
Total
ESTIMATE
Estimate for Providing internal wiring to Pump house at main market yard of K.G.F APMC
Supplying and fixing of 10-12 Way surface/flush mounting unbreakable PVC modular box suitable for mounting modular switch plates with due groove cutting in Brick/C.Cwall, including necessary rawl plugs, Machine/NF screws etc., complete.. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.3.6/p no 7)
Supplying and fixing 10-12 Module superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.5.6/p no 7)
Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5mm2 (Phase & Neutral) & 1x1.0 mm2 (Earth wire) FRLS multistrand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Long point above 6Mtr upto 10Mtr from tapping point to outlet via switch box. PWD Electrical SR 2023-24 V-6 Part-3 (I no 2.2.3/p no 4)
Supplying and fixing of 6Amps One Way modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.6.1/p no 8)
Supplying and fixing of 6Amps 3Way socket & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. PWD Electrical SR 2023-24 V-6 Part-3 (I no 3.6.3/p no 8)
Supplying of 1 x 4 ' feet - PVC Batten with integrated LED tube 20/22Watts with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI > 80. Power Input: 220-240V @ 50/60Hz & Power factor >0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. PWD Electrical SR 2023-24 V-6 Part-3 (I no 11.3.2/p no 42)
Fixing all types and all capacities of fluorescent/false ceiling/spot light/CFL /LED fittings indoor on the wall / ceiling/ rafters / girders using 23/0.0076” twin twisted PVC insulated wires, required Nos of round blocks and clamps. On wall / ceiling / Raffer / Girders. PWD Electrical SR 2023-24 V-6 Part-3 (I no 13.7.1/p no 55)
Supplying capacitor type ceiling fan 48" Sweep (1200 mm) Regular model complete with down rod blades, shackle, canopies etc, for operation on 230V, 50cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system. PWD Electrical SR 2023-24 V-6 Part-3 (I no 6.3.1/p no 29)
Fixing a ceiling/wall mounting fan of all capacities and all types, with necessary clamps and 'S' hook made out of 15mm dia MS rod, with 5A. ceiling rose of approved quality with necessary length of 23/0.0076 inch PVC insulated twin twisted wire of approved quality, mounted on a suitable size wooden board and wired. PWD Electrical SR 2023-24 V-6 Part-3 (I no 13.11/p no 56)
Supplying and fixing of 4 Way SP & N regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. I - Single Door. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.19.1/p no 17)
Supplying and fixing 6-32 Amps SP miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required.confirming to IEC 60898. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.18.1/p no 16)
Supplying and fixing 6-32 Amps DP miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required.confirming to IEC 60898. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.18.4/p no 16)
Supply and Installation /Fixing / Provision of 300 mm x 300 mm x 214 mm Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid, shockproof, IP65 (WeatherProof), rust proof, dustproof, waterproof, corrosion proof having internally Embedded gasket onboth lid and flap suitable to fix Single Phase /Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCBcut-out with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.44.1/p no 20)
Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 20A single phase Class-1 Accuracy with Temper Proof Energy Meter. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.30/p no 18)
Supplying & fixing of 32 Amps Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. PWD Electrical SR 2023-24 V-6 Part-3 (I no 5.7.2/p no 13)
1.1 kV, 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm) XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part 1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975. ESCOMs SR 2023-24 V-6 Part-2 (Material Charge Part - Item no 32.05)
Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m(20mtrs trench length x 0.5Mtr width x 1Mtr depth = 10Cum). PWD Civil SR 2023-24 (I no 1.17.1/p no 10)
Laying of 2.5 to 25 Sqmm LT UG cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff. ESCOMs SR 2023-24 V-6 Part-2 (Labour Charge Part - Item no 21.05)
Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications. (20mtrs trench length x 0.5Mtr width x 1Mtr depth = 10Cum). PWD Civil SR 2023-2024 V-1 (I no 1.10/p no 7)
Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia. PWD Electrical SR 2023-24 V-6 Part-3 (I no 12.56/p no 53)
GI/Copper strips for grounding connections, using necessary fixing materials as required. 600 x 600 x 3 mm GI Plate. PWD Electrical SR 2023-24 V-6 Part-3 (I no 12.58.6p no 53)
Total
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
kgf Estimate.xls
Others - Work Estimates • 1.36 MB
KW4 kgf.docx
Tender Document • 0.81 MB
E Tender.pdf
Others - Tender notification • 0.52 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].