Highways Department Tender
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Highways Department Tender
Eprocure
Opening Date22 May 2020
Closing Date9 Jun 2020
Tender Amount₹ 3,67,23,000
Costs
EMD
₹ 1,94,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_HWAY_164540_1Bid Award Id
ViewTender No
01/2020-2021/SDOTender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for substructure of abutment,wing and piers below sill level as per MOR&H Vth specification No.1000,1500,1700 & 2200
186
-
6413
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for substructure of abutment,wing and piers above sill level as per MOR&H Vth specification No.1000,1500,1700 & 2200
400
-
7106
Vibrated Reinforced Cement Concrete M30 (Design mix) using 20mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of formwork and centering and soft water labour charges for mixing, transporting, laying, curing concrete , working at heights, hire charges for tools and plants, including all other incidental charges, as per standard specifications etc., complete for BED BLOCK CUM DIRT WALL OVER ABUTMENTS AND PIERS as per MOR&H Vth specification No.1000, 1500, 1700, 2200
19
-
9616
Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, labour charges for fixing, etc., to drain of the backfill in the abutments and wings.as per MOR&H Vth specification No.2706
120
-
216
Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to work site, labour charges for fixing the same in the correct position and all other incidental charges et., complete as per MOR&H Vth specification No.2600
53
-
125
Vibrated Reinforced Cement Concrete M30 (Design mix) using 20mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of formwork and centering and soft water labour charges for mixing, transporting, laying, curing concrete , working at heights, hire charges for tools and plants, including all other incidental charges, as per standard specifications etc., complete for Deck slab as per MOR&H Vth specification No.1000, 1500, 1700, 2300
409
-
10039
Providing FILTER MEDIA behind Abutment and wings for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H and cl.710.1.4 & Appendix 6 of IRC 78-2014 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including labour all other incidental charges etc complete
99
-
1089.63
Filling behind abutmants and wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete as per MORT&H Specificaton No.1000 and cl.710.1.4 & Appendix 6 of IRC 78-2014
151
-
466
Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including Shalimar pad and joint sealant etc, complete as per MOR&H Vth specification No.1000
60
-
687.5
Vibrated Cement Concrete M15 (Nominal mix 1:2:4) using 40mm ISS metal , including cost and conveyance of all materials to site and cost of cement at site, including cost of form work and centering, soft water, all labour charges for mixing concrete, laying, hire charges for tools and plants , compacting, curing with all leads for soft water, working in heights including all other incidental charges, form work, etc, complete for BASE COURSE BELOW APPROACH SLAB & Footpath as per MOR&H Vth specification No.1000, 1500, 1700, 2200, 2704
23
-
5691
Vibrated Reinforced Cement Concrete M30 (Design mix) using 20mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, and centering, soft water, labour charges for mixing , laying, placing in position, vibrating and compacting, finishing, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for APPROACH SLAB as per MOR&H Vth specification No.1000, 1500, 1700, 2200, 2300, 2704
19
-
8117
Vibrated cement Concrete M30 (Design mix) using 20mm, 12mm, 6mm ISS HBG graded metal including cost and conveyance of all materials to worksite including cement at site but including all labour charges for mixing concrete, laying, hire charges for tools and plants, compacting, curing concrete, soft water, including all other incidental charges formwork, cost of premoulded expansion joints and fixing the same in position etc., complete for WEARING COAT OF 75mm thick OVER DECK SLAB AND APPROACH SLAB as per MOR&H Vth specification No. 2702
397
-
608.9
Vibrated reinforced cement concrete M40 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water hire charges for tools and plants, including all other incidental charges etc., complete for CRASH BARRIER OVER DECK SLAB as per MOR&H Vth specification No.811,1000, 1500, 1700, 2300
24
-
13184
Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water hire charges for tools and plants, including all other incidental charges etc., complete for RCC hand rails and posts OVER DECK SLAB as per MOR&H Vth specification No.811,1000, 1500, 1700, 2300
92
-
2230
Vibrated Cement concrete M15 (Nominal mix ) 1:2:4 using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete working at heights, Tools and Plants and incidental charges etc; complete as per relevant standard specification, for PCC parapet over wings as per MOR&H Vth specification No.1000, 1500, 1700,
8
-
8596
Providing and fixing of G.I. Drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanized Iron pipes and flats and fixing them in position, etc.,. complete as per MOR&H Vth specification No. 2705
24
-
2625
Supply and Fabrication of Fe-500 D steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of form work, cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete as per MOR&H Vth specification No.1600
41
-
77774
Supply and Fabrication of Fe-240 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of form work, cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete as per MOR&H Vth specification No.1600
3
-
77774
Supply and fixing of High quality PVC pipes of 150 mm dia. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level including labour charges for fixing and including all other incidental charges etc complete,. for providing utility services in footpaths as per MOR&H Vth specification No.2706
318
-
446.25
SUB ESTIMATES
-
-
-
DIVERSION ROAD
-
-
-
Clearing heavy jungle by cutting, removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 150mm girth
1265
-
5.2
Providing and laying Carted Earth of CBR 10 with an average lead of 1.00 km including cost and conveyance of carted earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture, content to obtain the maximum density and all other incidental charges etc., complete as per standard specifications for berms 95% MORTH 301
2725
-
286.6
Supplying, and fixing of RCC Pipes conforming to IS 458 of NP3 class of 1000 mm dia of standard length in position with Collars including cost and conveyance of Pipes and Collars which will be supplied by the contractor himself at worksite including placing the pipes and position, packing joints in Cement Mortar 1:4 and all other incidental charges etc., complete as per the standard specification for Diversion Road. as per MORT&H No.2900
51
-
3897
Construction of Granular sub-base Grade-V 150mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading 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 of mort&h-V of for Diversion Road
85
-
1321.82
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 for Diversion road
141
-
1594.88
Suplying and filling up empty cement gunny bags with sand, stitching them conveying the same to site and stacking as directed within a lead of 10m excluding cost of bags, jute, thread.needle sand etc., (labour only)
200
-
200
Suplying and fixing of GUARD STONES 0.23x0.23x1.20m long including cost and conveyance of all meterials etc., complete for Diversion road.
200
-
169
DISMANTLING
-
-
-
Dismantling the existing plain cement concrete in the existing culvert and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc. complete as per MORT&H Specificaton No.202
1083
-
361.25
Dismantling and removing RCC Pipes 900mm dia in the existing culvert and clearing away from the work site and carefully stacking the usefull materials for re-use on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. as per MORT&H Specificaton No.202
45
-
150
APPROACH ROAD
-
-
-
Clearing heavy jungle by cutting, removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 150mm girth
607
-
5.2
Providing and laying Carted Earth of CBR 10 with an average lead of 1.00 km including cost and conveyance of carted earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture, content to obtain the maximum density and all other incidental charges etc., complete as per standard specifications for Approach Road as per MORT&H No.301, 305
-
-
-
For 97% Compaction
1608
-
301.25
For 95% Compaction
2261
-
286.6
Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with all leads and lifts including all labour charge and clearing the site and disposal of all surplus materials etc., complete for box cutting as per morth 300
131
-
53.5
Earth work in Blasting hard rock including blasting and stacking to the departmental guage as directed by the departmental officers including all tools and plants and all other incidental charge etc, complete for approach road as per MORT&H No.302, 304
394
-
646.25
Construction of Granular sub-base Grade-V 150mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading 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 for Approach Road
215
-
1321.82
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 100mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 for Approach Road
359
-
1594.88
Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 for Approach Road
1433
-
60.61
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 for Approach Road
1433
-
11.55
Providing and laying 50mm consolidated thick bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg of VG30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP as per clause 504 of MORTH.Rev.5 for Approach Road
72
-
5999.52
Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical sensor paver finisher to the specified grades and cross sections and consolidatedby8-10tonne Vibratory/Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5. For Approach road
43
-
7613.75
PCC RETAINING WALL
-
-
-
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filing, clearing up the site and disposal of all surplus materials etc., complete for Foundation RETAINING WALL as MORT&H No.304
348
-
211
Vibrated Cement concrete M10 (Nominal mix ) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete working at heights, Tools and Plants and incidental charges etc; complete as per relevant standard specification, for BASE SLAB OF RETAINING WALLs per MORT&H No.1000, 1500, 1700, 2200
70
-
5454
Vibrated Cement concrete M20 (Nominal mix ) 1:1.5:3 using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete working at heights, Tools and Plants and incidental charges etc; complete as per relevant standard specification, for STEM OF RETAINING WALLs per MORT&H No.1000, 1500, 1700, 2200
401
-
7510
Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain the backfill in Retaining Wall
160
-
216
RCC RETAINING WALL
-
-
-
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filing, clearing up the site and disposal of all surplus materials etc., complete for Foundation of RCC Retaining Walls as per MORT&H No.304
-
-
-
A1 side
585
-
211
A2 side
643
-
211
Cement concrete M10 (Nominal mix ) 1:3:6 using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete working at heights, Tools and Plants and incidental charges etc; complete as per relevant standard specification, for Leveling course for Base course below body wall as per MORT&H No.1000, 1500, 1700, 2200
-
-
-
A1 side
15
-
4622
A2 side
16
-
4622
Vibrated reinforced cement concrete M35 grade Design Mix, using 20mm ISS size hard broken granite graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including form work and centering, soft water, labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights/depths hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BASE SLAB OF RCC RETAINING WALL as per MOR&H Vth specification No.1000, 1500, 1700, 2200
-
-
-
A1 side
152
-
7783
A2 side
101
-
8032
Vibrated Reinforced Cement Concrete of grade M35 Design mix using 20mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, but, including cost of form wok and centering, soft water all labour charges for mixing, transporting and placing in position, laying, vibrating, compacting, finishing concrete, curing concrete, working at depth, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALL as per MOR&H Vth specification No.1000, 1500, 1700, 2200
-
-
-
A1 side
124
-
10567
A2 side
112
-
10676
Vibrated Cement concrete M15 (Nominal mix ) 1:2:4 using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete working at heights, Tools and Plants and incidental charges etc; complete as per relevant standard specification, for broken parapets as per MORT&H No.1000, 1500, 1700, 2200
-
-
-
A1 side
6
-
8253
A2 side
6
-
8253
Providing and fixing seepage pipes of 110mm dia class.I PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill in Retaining Wall as per MOR&H Vth specification No.2706
-
-
-
A1 side
144
-
216
A2 side
150
-
216
Supply and Fabrication of Fe-500 D HYSD steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of form work, cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete. as per MOR&H Vth specification No.1600
-
-
-
A1 side
14
-
77774
A2 side
9
-
77774
RIVER TRAINING
-
-
-
Earthwork excavation in all classes of soils except hard rock including sand with pebbles, disintegrated rock, not requiring blasting and depositing on bank, with all leads and lifts as per SS20B, including all other incidental charges such as bailing out water, shoring, strutting, wailing and forming protective bund, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for SURFACE DRESSING OF THE RIVER BED UP TO SILL LEVEL as per MORT&H Specificaton No.300, 304
5054
-
91.38
Earthwork excavation in hard rock requiring blasting and depositing and bank, with all leads and lifts as per SS20B, including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary coffer dams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials, incidental charges etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL as per MORT&H Specificaton No.300, 304
2146
-
646.25
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
32787753.91
GST 12% for above SubTotal Amount
1
-
3934530.47
Total in Figures (SubTotal + GST)
-
-
-
Evaluation Notes How It Works ?
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