Municipal Corporation Tender
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Municipal Corporation - GHMC Tender
Civil And Construction
Drainage Work
Opening Date11 Nov 2024
Closing Date25 Nov 2024
Tender Amount₹ 3,45,50,512
Costs
EMD
₹ 3,46,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
556052Tender No
04/SE(P)SZ/GHMC/2024-25, Item No.02, 2nd Call, Dt:07.11.2024Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://https://www.ghmc.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Box drain and VDCC Reach II;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
431.73
1763
761421
Box drain and VDCC Reach II;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 and lead of 1000m but excluding cost of disposal of unserviceable material, as per Technical Specification Clause 202 MORD / MORTH.
162
3012
487991
Box drain and VDCC Reach II;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 and lead of 1000m but excluding cost of disposal of unserviceable material as per Technical Specification Clause 202 MORD / MORTH.
364.5
696
253823
Box drain and VDCC Reach II;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.
125.55
1461
183437
Box drain and VDCC Reach II;Supply and placing of Plain Cement Concret (PCC) M10 Design mix concrete 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 OPC 43/53 grade and with 20mm size graded (20mm-60% & 10mm-40%) machine crushed hard broken stone of granite/trap/dolerite metal free from dust obtained by Quarrying,wedging,breaking,burning,splitting, machine crushing and blasting and fine aggregate 50% natural sand confirming to IS 383:1970 and 50% manufactured sand (as per the Mix Design approved by the Engineer-in-charge of Department) including cost and conveyance of all materials, labour charges,water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, excluding 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 quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 2. 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. 3.Manufactured sand (Rock Sand) not more than 50% of total sand content can be used.
125.55
5040
632854
Box drain and VDCC Reach II;Supply and placing of Reinforced Cement Concrete (RCC) M30 Design mix concrete as per IS 4926-2003 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 broken stone of granite/trap/dolerite metal free from dust obtained by Quarrying,wedging,breaking,burning,splitting, machine crushing and blasting fine aggregate 50% natural sand confirming to IS 383:1970 and 50% manufactured sand (as per the Mix Design approved by the Engineer-in-charge of Department) 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 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 quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 2. 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 3.Manufactured sand (Rock Sand) not more than 50% of total sand content can be used.
247.05
6137
1516366
Box drain and VDCC Reach II;Supply and placing of Reinforced Cement Concrete (RCC) M30 Design mix concrete as per IS 4926-2003 and with Minimium Cement content (Cement content is taken as 407 kgs) 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 broken stone of granite/trap/dolerite metal free from dust obtained by Quarrying,wedging,breaking,burning,splitting, machine crushing and blasting and fine aggregate 50% natural sand confirming to IS 383:1970 and 50% manufactured sand (as per the Mix Design approved by the Engineer-in-charge of Department) 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/ side walls of Drain/ culvert walls of 300mm thicknessa as per drawings and technical specifications MORD and MORTH 802,804,805,806,807,1202&1204 MORD and 1500,1700 and 2200 MORTH Note: 1. The quantities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 2. 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 3.Manufactured sand (Rock Sand) not more than 50% of total sand content can be used.
402.46
8908
3585327
Box drain and VDCC Reach II;Supply and placing of Reinforced Cement Concrete (RCC) M30 Design mix concrete as per IS 4926-2003 and with Minimium Cement content (Cement content is taken as 407 kgs) 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 broken stone of granite/trap/dolerite metal free from dust obtained by Quarrying,wedging,breaking,burning,splitting, machine crushing and blasting and fine aggregate 50% natural sand confirming to IS 383:1970 and 50% manufactured sand (as per the Mix Design approved by the Engineer-in-charge of Department) 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 drain/culvert of 300mm thick as per drawings and technical specification MORD / MORTH 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH Note: 1.The quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 2. 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. 3.Manufactured sand (Rock Sand) not more than 50% of total sand content can be used.
242.68
8695
2110277
Box drain and VDCC Reach II;Supply and placing of Reinforced Cement Concrete (RCC) M30 by by Design Mix concrete as per IS 4926-2003 and 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 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 Quarrying, wedging, breaking, burning, splitting, machine crushing and blasting and fine aggregate 50% natural sand confirming to IS 383:1970 and 50% manufactured sand (as per mix design approved by the Engineer-in-charge from the Dept.,) 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 Wearing Coat as per drawing and technical specifications 800, 1206.3 MORD and 2702 MORTH. (Height upto 5m). FOR WEARING COAT. 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.
58.73
6107
358675
Box drain and VDCC Reach II;Supplying, fitting and placing Reinforcement steel (HYSD/TMT) Fe-500/500D/550D from steel manufacturers like AF Star TMT/MS Life TMT,Radha TMT and Suguna 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..
46109.6
69
3213378
Box drain and VDCC Reach II;Supplying, fitting and placing Reinforcement steel (HYSD/TMT) Fe-500/500D/550D from steel manufacturers like AF Star TMT/MS Life TMT,Radha TMT and Suguna TMT in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.
76467.4
70
5360365
Box drain and VDCC Reach II;Supplying, fitting and placing Reinforcement steel (HYSD/TMT) Fe-500/500D/550D from steel manufacturers like AF Star TMT/MS Life TMT,Radha TMT and Suguna TMT in super structure complete as per drawings and technical specification Clauses 1002, 1010 & 1202 MORD & 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.
41255.6
72
3010009
Box drain and VDCC Reach II;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.
324
290
94235
Box drain and VDCC Reach II;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.
45.36
1078
48908
Box drain and VDCC Reach II;Carting of excavated earth (including dismantled material of BT/RCC/CC, silt etc., or combined) with distance of 15 km beyond initial lead including loading and unloading charges complete as per specification beyond initial lead
4088.34
291
1191751
Box drain and VDCC Reach II;Providing barricading arrangements for shoring and strutting with casurina ballies 3" to 4"diameter -12'-0" height 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 Horizantals-6'-0" long-1 No. Vertical-4'-0" high)
720
202
145850
Box drain and VDCC Reach II;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.
10000
40
400000
Box drain and VDCC Reach II;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 and lead of 1000m but excluding cost of disposal of unserviceable materials as per Technical Specification Clause 202 MORD / MORTH
108
1931
208610
Box drain and VDCC Reach II;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.
540
253
136814
Box drain and VDCC Reach II;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
270
603
162891
Box drain and VDCC Reach II;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
540
887
479158
Box drain and VDCC Reach II;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 .ex factory ,conveyance on all weathered roads including loading, unloading and stacking (per metre ) including transportation charges and excluding taxes complete.
50
6980
349047
Box drain and VDCC Reach II;Manufacture, supply and delivery of RCC collars suitable to 900mm dia RCC NP 3 plain ended pipe conforming to b.i.s. 458/2003 (rate per each collar) suitable for r.c.c. plain ended pipes including transportation, Excluding taxes & duties etc., complete
19
1132
21523
Box drain and VDCC Reach II;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 excluding cost of rubber rings as per BIS No.783/85 etc., complete
50
1165
58285
Box drain and VDCC Reach II;Supply, fabrication & fixing of structural steel for Grating including Labour charges for fabrication including cost of welding rods, power charges, cost of fixing in position, etc., complete for finished item of the work as per drawing and technical specification.
6809.94
140
954754
Box drain and VDCC Reach II;Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in T.G., F.O.R. destination including, loading, unloading & stacking at site but excluding all taxes, as applicable. 24x24 HD 20
18
2735
49245
Box drain and VDCC Reach II;Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH For CC Road
905.85
112
102334
Box drain and VDCC Reach II;Compacting original ground supporting subgrade Compacting original ground supporting subgrade for loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 MORD / 305 MORTH. For CC Road
494.1
123
61011
Box drain and VDCC Reach II;Granular Sub-Base with well graded / Close Graded Material Construction of granular sub-base by providing well graded / Close Graded material, Grade - I material 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 MORTH For CC Road
329.4
2377
783293
Box drain and VDCC Reach II;Supply & placing PCC Grade M 10 by standard mix concrete grade as per IS 4926-2003 and standard nix design as per IS 100262:2009 with minimum cement content taken as 220 kg/cum for road work using Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded @ 0.90 cum/cum of concrete onforming to clause 602.2.4, mechanically mixed using batching plant, transit mixer & 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.( Excluding dewatering and Seigniorage charge) 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.
272.7
4912
1339590
Box drain and VDCC Reach II;Supply & placing PCC Grade M 30 by standard mix concrete grade as per IS 4926-2003 and standard nix design as per IS 100262:2009 with minimum cement content taken as350 kg/cum for road work using Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded @ 0.90 cum/cum of concrete onforming to clause 602.2.4, mechanically mixed using batching plant, transit mixer & 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.( Excluding dewatering and Seigniorage charge) FOR CC Road 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 350Kg/Cum. As per mix design, if the cement content is found to be less than 350kgs 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.
491.4
5680
2791471
Box drain and VDCC Reach II;Vacuum drying of freshly laid cement concrete floor using 100% air tight suction of suitable size and length, vaccum pump to maintain vacum pressure 0.70 - 0.80, atmospheres as per the standard procedure, floating with power floater, mechanical travelling, finishing with sound edge and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work. (as per Quotation approved) For CC Road
3753
85
319793
Box drain and VDCC Reach II;Curing compound including spraying at 0.25lts/sqm For CC Road
3753
44
167346
Box drain and VDCC Reach II;Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement including cost and conveyance of all materials and labour charges. For CC Road
4851
68
330693
Box drain and VDCC Reach II;Expansion Joints filler board Supply and placing of high performance expansion joint filler board conforming to IS: 1838 - 25 mm THICK for complete finish item. For CC Road
195.75
1347
263767
Box drain and VDCC Reach II;Supply and delivery of 125 microns separation membrane polythene sheet including cost and conveyance charges etc., complete for finished item of work
3753
32
120096
Box drain and VDCC Reach II;Carting of the excavated earth to a distance of 15 km beyond initial lead from the site including cost and conveyance of all labour charges for loading and unloading complete as per the standard specification for finished item of work. For CC Road
905.85
291
264055
Box drain and VDCC Reach II;Supply and placing of bitiminious hot sealing compound for finished item of work including cost and conveyance charges etc.,
2275.12
145
330871
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