Municipal Corporation Tender
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Municipal Corporation - GHMC Tender
Opening Date18 Dec 2024
Closing Date27 Dec 2024
Tender Amount₹ 1,47,22,465
Costs
EMD
₹ 1,48,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
563216Tender No
09/SE(P)SZ/GHMC/2024-25,Dt:16.12.2024( 3rd call)Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://https://www.ghmc.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Kishanbagh nala II 3rd call;Supply and placing of Plain Cement Concrete (PCC) M30 byReady Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 with minimum cement content (cement content is taken as 405 kgs) for road work using crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1 @ 0.90 cum/cum of concrete conforming to clause 602.2.4, mechanically mixed using using Batching Plant, Transit Mixer and Concrete Pump,, placed in foundation and compacted by vibration including cost and conveyance of all materials, labour charges, water charges, pumping, form work, laying concrete, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Note: 1) The rate is worked out with 100% Cement,50% Natural Sand and 50% manufactured sand. 2) The quatities for cement, coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 3) For estimate purpose Cement Content is taken as 405 Kg/Cum. As per mix design, if the cement content is found to be less than 405kgs per cum of concrete, the difference in cost shall be deducted. 4) Fine aggregate conforming to Grading Zone IV shall not be used
110
5958
655466
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Kishanbagh nala II 3rd call;Supply and placing of Plain Cement Concrete (PCC) M10 by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 with minimum cement content (cement content is taken as 220 kgs)for road work using crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1 @ 0.90 cum/cum of concrete conforming to clause 602.2.4, mechanically mixed using Batching Plant, Transit Mixer and Concrete Pump, placed in foundation and compacted by vibration including cost and conveyance of all materials, labour charges, water charges, pumping, form work, laying concrete, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Note: 1) The rate is worked out with 100% Cement,50% Natural Sand and 50% manufactured sand. 2) The quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 3) For estimate purpose Cement Content is taken as 220 Kg/Cum. As per mix design, if the cement content is found to be less than 220kgs per cum of concrete, the difference in cost shall be deducted. 4) Fine aggregate conforming to Grading Zone IV shall not be used
55
4886
268775
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Kishanbagh nala II 3rd call;(i) Construction of granular sub-base by providing well graded / Close Graded (grading -1) material (Hard Broken Stone Of Granite Trap Dolerite And Dolamite Free From Dust Obtained By Quarrying Wedging, Breaking, Burning And Splitting (Quartzite And Basalt With Aggregate Impact Of Less Than 20)) , mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller 80-100 kN to achieve the desired density, complete as per Technical Specification Clause 401
110
2404
264484
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Kishanbagh nala II 3rd call;Lowering 900mm dia RCC NP 3 plain ended pipes carefully into the trench laying them true to alignment and gradient, jointing RCC pipes with cement joints including curing, the cost of jointing materials i.e., Cement Mortar (1:1.5), hemp yarn etc., and testing including filling with water with a water lead upto 500 metres as per BIS No.783/85 etc., complete
10
1165
11657
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Kishanbagh nala II 3rd call;Manufacture, supply and delivery of RCC collars suitable to 900mm dia RCC NP 3 pipe conforming to b.i.s. 458/2003 (rate per each collar) suitable for r.c.c. plain ended pipes including transportation, Excluding taxes complete
3
1131
3393
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Kishanbagh nala II 3rd call;Manufacture, supply and delivery of 900mm dia R.C.C. Spun / Vibrated Cast (Reinforced) NP-3 plain ended pipes conforming to b.i.s. 458/2003 , including transportation charges on all weathered roads including loading, unloading and stacking (per metre) but excluding taxes complete.
10
6968
69681
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Kishanbagh nala II 3rd call;Collection and supply and spreading of Gravel excluding seignorage of gravel including watering and rolling with Hand roller irrespective of thickness to active the desired density as per technical specification.
357.5
333
119359
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Kishanbagh nala II 3rd call;Supplying, laying, jointing and testing 152.4 mm SWG SP-1 pipes of ISI make conforming to ISI 651 & 4127 with airtight cement joints in CM 1.5:1 prop.including excavation of trenches and socket pits in any soil (except rock requiring blasting) up to 914.4 mm(3'0") depth and refilling with watering and tamping including labour charges etc., complete
60
887
53240
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Kishanbagh nala II 3rd call;Supplying, laying, jointing and testing 101.6 mm SWG SP-1 pipes of ISI makeconforming to ISI 651 & 4127 with airtight cement joints in CM 1:5:1 prop.including excavation of trenches andsocket pits in any soil (except rock requiring blasting) up to 914.4 mm(3'0") depth and refilling with watering and tamping including labour charges etc., complete
5
603
3017
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Kishanbagh nala II 3rd call;S& F 15 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete for restoration of domestic connections.
30
253
7601
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Kishanbagh nala II 3rd call;Dismantling CC by mechanical means: Dismantling of existing structures like cc roads/cc pavements, culverts, bridges, retaining walls and other structures comprising of cement concrete,including T&P and scaffolding wherever necessary, sorting the dismantled material, stacking the serviceable material with all lifts & a lead of 100mm but excluding cost of disposal of unserviceable materials as per Technical Specification Clause 202 MORD / MORTH
16
1931
30905
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Kishanbagh nala II 3rd call;Laying Sand Bags in the stipulated places including cost of empty cement bag,sand,thread,stiching charges and labour charges with overhead charges and contractors profits.
3000
40
120000
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Kishanbagh nala II 3rd call;Providing barricading arrangements for shoring and strutting with casurina ballies as per the designs duly excavating its and its removal after the function is over including hire charges to the barricading materials as per the schedule given by the departmental authorities complete for finished item of work for safety arrangements to abutting during excavation. 2 - TIER (2 Nos Horizontals- 6'-0" long - 1 No Vertical -4'-0" High)
82.6
202
16732
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Kishanbagh nala II 3rd call;Carting of excavated earth (including dismantled material of BT/RCC/CC, silt etc., or combined) with 15 km beyond initial lead lead including loading and unloading charges complete as per specification.
1809.66
291
527517
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Kishanbagh nala II 3rd call;Supply and fixing high performance expansion joint filler board conforming to IS: 1838 - 20 mm THICK including cost and conveyance of all materials labour charges, fixing in position with all incidental charges etc.,complete for finished item of work.
7.68
1078
8281
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Kishanbagh nala II 3rd call;Manufacture, Supply and Delivery of Unplasticised PVCs Pipes 6 .0 Kgs/cm2 110mm dia conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) with all incidentals costs, complete for finished work.
95.4
290
27747
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Kishanbagh nala II 3rd call;Supplying, fitting and placing HYSD bar reinforcement Fe-500/500D/550D procured from producers within Telangana with minimum integrated installed production Capacity of 2 Lakh MT per Annum like AF Star TMT/MS Life TMT, Radha TMT, Sugna TMT) in super structure complete as per drawings and technical specification Clauses 1002, 1010 & 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.
33637.5
70
2374135
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Kishanbagh nala II 3rd call;Supplying, fitting and placing HYSD bar reinforcement Fe-500/500D/550D procured from producers within Telangana with minimum integrated installed production Capacity of 2 Lakh MT per Annum like AF Star TMT/MS Life TMT, Radha TMT, Sugna TMT) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.
15687.96
67
1062232
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Kishanbagh nala II 3rd call;Supplying, fitting and placing HYSD bar reinforcement Fe-500/500D/550D procured from producers within Telangana with minimum integrated installed production Capacity of 2 Lakh MT per Annum like AF Star TMT/MS Life TMT, Radha TMT, Sugna TMT) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.
33710.4
67
2269047
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Kishanbagh nala II 3rd call;Supply and placing of Reinforced Cement Concrete (RCC) M30by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 with minimum cement content ((Cement content is taken as 407kgs)) as per IS code 456-2000 and standard mix design as per IS:10262:2009 with 20mm size graded (20mm-60% & 10mm-40%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate of Zone-II (100% sand) (as per the Mix Design approved by the Department from standard suppliers) including cost and conveyance of all materials, labour charges, water charges, pumping, including form work, laying concrete, vibrating, curing, excluding dewatering charges etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges for Wearing course Note: . The rate is worked out with 100% Cement, 50% Natural Sand and 50% manufactured sand. 2.The quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 3. For estimate purpose Cement Content is taken as 407Kg/Cum. As per mix design, if the cement content is found to be less than 407kgs per cum of concrete, the difference in cost shall be deducted. 4.Manufactured sand (Rock Sand) not more than 50% of total sand content can be used.
25.88
6059
156791
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Kishanbagh nala II 3rd call;Supply and placing of Reinforced Cement Concrete (RCC) M30 by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 corresponding to IS 456 using Concrete Mixer and with Minimium Cement content (Cement content is taken as 407kgs) as per IS 456-2000 and standard mix design as per IS:10262:2009 with ordinary portland cement 43/53 grade and 20mm size graded (20mm-60%, & 10mm-40%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate conforming to IS 383:1970 (as per mix design approved by the Engineer-in-charge from the Dept., from standard suppliers) including cost and conveyance of all materials, labour charges, water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, excluding dewatering and desilting charges etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges for slab of box culvert/drain as per drawings and technical specification Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH Note: 1. The rate is worked out with 100% Cement and 100% Natural Sand. Only natural sand and cement shall be used. 2.The quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design.3. For estimate purpose Cement Content is taken as 407Kg/Cum. As per mix design, if the cement content is found to be less than 407kgs per cum of concrete, the difference in cost shall be deducted. 4.Manufactured sand (Rock Sand) not more than 50% of total sand content can be used. Top slab of 750 mm thick
258.75
7040
1821662
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Kishanbagh nala II 3rd call;Supply and placing of Reinforced Cement Concrete (RCC) M30 by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 corresponding to IS 456 with Minimium Cement content (Cement content is taken as407kgs) as per IS 456-2000 and standard mix design as per IS:10262:2009 with ordinary portland cement 43/53 grade and 20mm size graded (20mm-60%, & 10mm-40%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate conforming to IS 383:1970 (as per mix design approved by the Engineer-in-charge from the Dept., from standard suppliers) including cost and conveyance of all materials, labour charges, water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, excluding dewatering and desilting charges etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges for stem of Side walls of drain/culvert as per drawings and technical specifications clause 802,804,805,806,807,1202&1204 MORD and 1500,1700 and 2200 MORTH Note: 1. The rate is worked out with 100% Cement, 50% Natural Sand and 50% manufactured sand. 2.The quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 3. For estimate purpose Cement Content is taken as 407Kg/Cum. As per mix design, if the cement content is found to be less than 407kgs per cum of concrete, the difference in cost shall be deducted 4.Manufactured sand (Rock Sand) not more than 50% of total sand content can be used. for 600 mm wall
112.67
7370
830513
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Kishanbagh nala II 3rd call;Supply and placing of Reinforced Cement Concrete (RCC) M30 by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 corresponding to IS 456 with Minimium Cement content (Cement content is taken as407kgs) as per IS 456-2000 and standard mix design as per IS:10262:2009 with ordinary portland cement 43/53 grade and 20mm size graded (20mm-60%, & 10mm-40%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate conforming to IS 383:1970 (as per mix design approved by the Engineer-in-charge from the Dept., from standard suppliers) including cost and conveyance of all materials, labour charges, water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, excluding dewatering and desilting charges etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges for stem of Side walls of drain/culvert as per drawings and technical specifications clause 802,804,805,806,807,1202&1204 MORD and 1500,1700 and 2200 MORTH Note: 1. The rate is worked out with 100% Cement, 50% Natural Sand and 50% manufactured sand. 2.The quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 3. For estimate purpose Cement Content is taken as 407Kg/Cum. As per mix design, if the cement content is found to be less than 407kgs per cum of concrete, the difference in cost shall be deducted 4.Manufactured sand (Rock Sand) not more than 50% of total sand content can be used. for 600mm dia column
5.09
7370
37495
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Kishanbagh nala II 3rd call;Supply and placing of Reinforced Cement Concrete (RCC) M30 by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 corresponding to IS 456 with Minimium Cement content (Cement content is taken as407kgs) as per IS 456-2000 and standard mix design as per IS:10262:2009 with ordinary portland cement 43/53 grade and 20mm size graded (20mm-60%, & 10mm-40%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate conforming to IS 383:1970 (as per mix design approved by the Engineer-in-charge from the Dept., from standard suppliers) including cost and conveyance of all materials, labour charges, water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, excluding dewatering and desilting charges etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges for stem of Side walls of drain/culvert as per drawings and technical specifications clause 802,804,805,806,807,1202&1204 MORD and 1500,1700 and 2200 MORTH Note: 1. The rate is worked out with 100% Cement, 50% Natural Sand and 50% manufactured sand. 2.The quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 3. For estimate purpose Cement Content is taken as 407Kg/Cum. As per mix design, if the cement content is found to be less than 407kgs per cum of concrete, the difference in cost shall be deducted 4.Manufactured sand (Rock Sand) not more than 50% of total sand content can be used. For 900mm thick wall
2.92
6875
20048
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Kishanbagh nala II 3rd call;Supply and placing of Reinforced Cement Concrete (RCC) M30 by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 corresponding to IS 456 using Concrete Mixer and with Minimium Cement content (Cement content is taken as 407kgs) as per IS 456-2000 and standard mix design as per IS:10262:2009 with ordinary portland cement 43/53 grade and 20mm size graded (20mm-60%, & 10mm-40%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate conforming to IS 383:1970 (as per mix design approved by the Engineer-in-charge from the Dept., from standard suppliers) including cost and conveyance of all materials, labour charges, water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, including dewatering and desilting charges etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges for Foundation Concrete/Raft/Footings as per drawings and technical specifications clause 802,803,1202&1203 MORD and 1500,1700 and 2100 MORTH. Note: 1. The rate is worked out with 100% Cement, 50% Natural Sand and 50% manufactured sand. 2.The quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 3. For estimate purpose Cement Content is taken as 407Kg/Cum. As per mix design, if the cement content is found to be less than 407kgs per cum of concrete, the difference in cost shall be deducted 4.Manufactured sand (Rock Sand) not more than 50% of total sand content can be used.
287.64
6090
1751736
... More
Kishanbagh nala II 3rd call;Supply and placing of Plain Cement Concret (PCC) M10 by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 and with minimum cement content (cement content is taken as 220kgs) as per IS code 456-2000 and standard mix design as per IS:10262:2009 with 20mm size graded (20mm-60% & 10mm-40%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate confirming to IS 383-1970 (as per mix design approved by the Engineer-in-charge from the Dept., from standard suppliers) including cost and conveyance of all materials, labour charges,water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, including dewatering charges and desilting charges etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges for foundation bed as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH Note: 1. The rate is worked out with 100% Cement, 50% Natural Sand and 50% manufactured sand. 2.The quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 3. For estimate purpose Cement Content is taken as 220Kg/Cum. As per mix design, if the cement content is found to be less than 220kgs per cum of concrete, the difference in cost shall be deducted. 4.Manufactured sand (Rock Sand) not more than 50% of total sand content can be used.
48.84
5014
244916
... More
Kishanbagh nala II 3rd call;Filling with HBG stone chips of size 2.36mm and below, as per 305.3.9 MORD & 304 MORTH Technical specifications, complete for finished item of the work.
81.4
1461
118931
... More
Kishanbagh nala II 3rd call;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of Rubble Stone Masonry in Cement Mortar by manual means, including stacking the serviceable material with all lifts & a lead of 100mm but excluding cost of disposal of unserviceable material as per Technical Specification Clause 202 MORD / MORTH.
23.32
696
16240
... More
Kishanbagh nala II 3rd call;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of Reinforced Cement Concrete and prestressed Concrete structures By Manual Means, including T&P and scaffolding wherever necessary, sorting the dismantled material and stacking the serviceable material with all lifts & a lead of 100m but excluding cost of disposal of unserviceable material, as per Technical Specification Clause 202 MORD / MORTH.
5.1
3012
15363
... More
Kishanbagh nala II 3rd call;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom backfilling in trenches with suitable excavated material complete, as per Technical Specification 305 MORD / 304 MORTH - Hard rock (blasting prohibited) - Upto 3 m depth
303.48
1763
535233
... More
Kishanbagh nala II 3rd call;Bailing out of water using Dewatering pump 5 Hp (diesel), complete during earthwork excavation.
10000
85
856700
... More
Kishanbagh nala II 3rd call;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom backfilling in trenches with suitable excavated material complete, as per Technical Specification 305 MORD / 304 MORTH-Ordinary soil-Manual Means- -upto 3m depth
303.48
332
101035
... More
Kishanbagh nala II 3rd call;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with suitable excavated material complete, as per Technical Specification 305 MORD / 304 MORTH-Ordinary soil-Mechanical Means upto 3.0m depth
1416.24
136
193713
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