Border Roads Organisation Tender
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Costs
EMD
₹ 7,51,230Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BRO_643348_2Bid Award Id
ViewTender No
NIT-07 OF 2023-24 (2ND CALL)Tender Authority
Border Roads Organisation ViewPurchaser Address
-Website
http://defproc.gov.in
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Documents
SSI, DGN AND CONSTR OF TWO NOS MAJ PMT BDG OF SPAN 50 M OVER HMARANGLUI RIVER AT KM 98.100 AND 45 M OVER CHOTTA GOLSURI RIVER AT KM 140.875 ON RD L-D-P INCL BOTH SIDE APPROACH ROAD FOR ALL TWO BRs UNDER 71 RCC/24 TF UNDER PRO PSK IN MIZORAM(2nd Call)
SSI, DGN AND CONSTR OF TWO NOS MAJ PMT BDG OF SPAN 50 M OVER HMARANGLUI RIVER AT KM 98.100 AND 45 M OVER CHOTTA GOLSURI RIVER AT KM 140.875 ON RD L-D-P INCL BOTH SIDE APPROACH ROAD FOR ALL TWO BRs UNDER 71 RCC/24 TF UNDER PRO PSK IN MIZORAM(2nd Call)
SSI, DGN AND CONSTR OF TWO NOS MAJ PMT BDG OF SPAN 50 M OVER HMARANGLUI RIVER AT KM 98.100 AND 45 M OVER CHOTTA GOLSURI RIVER AT KM 140.875 ON RD L-D-P INCL BOTH SIDE APPROACH ROAD FOR ALL TWO BRs UNDER 71 RCC/24 TF UNDER PRO PSK IN MIZORAM(2nd Call)
SSI, DGN AND CONSTR OF TWO NOS MAJ PMT BDG OF SPAN 50 M OVER HMARANGLUI RIVER AT KM 98.100 AND 45 M OVER CHOTTA GOLSURI RIVER AT KM 140.875 ON RD L-D-P INCL BOTH SIDE APPROACH ROAD FOR ALL TWO BRs UNDER 71 RCC/24 TF UNDER PRO PSK IN MIZORAM(2nd Call)
BOQ Items
Sub Soil Investigation, Design including proof checking and construction of 45.00 m Single span Major Pmt bridge with PSC box girder Superstructure on open foundation over Chotta Golsuri River at Km 140.875 on Lawngtlai-Diltlang-Parva Road under 71RCC / 24BRTF Project Pushpak in Mizoram State with span arrangement as per NIT Drg and based on hydraulic data, ground data, sub soil data, Special conditions, Particular specifications of the tender document. Construction works includes all preparatory work, Erection of staging/shuttering, abutments, wing walls, return wall, placing of POT cum PTFE bearings, casting of PSC box girder superstructure, wearing coat having nonskid surface in uniform thickness, strip seal expansion joints, foot paths, kerbs, RCC hand rails, Crash barrier, drainage spout, back filling behind abutments , wing walls, return wall ,approach slab, temporary river training works and diversion, Painting and all other items of works required for the completion of the bridge including curing and load testing Drg No B-2129/B&T Dte/Psk/2020 dt 28 Oct 2020.
1
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PART-III (APPROACHES TO HMARANGLUI NALLAH AT KM 98.100)
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Jungle clearance including cutting down trees not exceeding 30 cm girth measured at 1 meter above ground level & clearing away shrubs, brushwood, under growth & grubbing up roots in areas having annual rain fall more than 200 cm
79.2
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Rough excavation in soil/soil mixed with small boulders, getting out and disposing all excavated material lead upto 6 m and upto 1.5 m deep (75% machine and 25% by manual labour)
2968.29
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Earthwork in embankment by filling with earth free from roots etc. spreading in layers not exceeding 30 cm including watering and finishing to required slope & level not exceeding 1.5 m high above the base in ordinary soil in hill roads where cut & fill method is adopted.
705.33
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For every additional 1.50m lift or part thereof beyond the initial lift of 1.50 m in ordinary soil.
77.05
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Excavation in trenches not exceeding 1.2 m width and 1.5 m depth in soil/soil mixed with boulders (SMB), including dressing bottom and sides getting out and disposing all excavated material lead upto 6 m and lift upto 1.5 m. (by manual means)
281.69
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Hard core comprising of broken road metal size 5 cm graded downwards spread in layers not exceeding 15 cm including watering,ramming and finishing to required level and gradient including cost of stone metal.
28.8
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Plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregate of size 4cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering).
50.61
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-
Plain cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 stone aggregate size 4cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering).
7.2
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-
Plain cement concrete 1:2:4 (1cement: 2 coarse sand: 4 stone aggregate size 4cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering).
1.87
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-
Reinforcement cement concrete 1:2:4 (1cement: 2 coarse sand: 4 stone aggregate size 4 cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering).
0.06
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-
Centering/Shuttering (Steel) including strutting, propping and removal of formwork (considering 10 times to be used).
2.09
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Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars upto 12 mm (labour only).
25.88
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Reinforcement cement concrete M-35 nearly corresponding to nominal mix, (excluding the cost of reinforcement & centering/shuttering) in approach slab.
28.8
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Random/ Polygonal rubble walling in cement mortor (1:6) brought to caurse 45cm high, well bonded (material and labour)
112.67
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Walling of rubble stone laid dry, well bonded, faced with selected stones.
114.59
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Filling of stones/selected material in layers well packed behind retaining walls, breast walls, abutment/wing walls of bridges or culverts (labour and material).
77.28
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Flush pointing on stone work with cement mortar (1 cement : 3 Sand)
2.81
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Cost of Steel
2588
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White washing (two coats) prepared by slaking freshly burnt class 'C' lime confirming to IS 712-1964 the qty of gum to be used shall be @ 4kg/cum of cream.
3.68
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Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr.
71.4
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GSB 15 cm thick (compacted ) with stone aggregate conforming to grading No 1 as per Tables-400-1 of MORT&H specifications for Road and Bridge Works including supply of material, watering and compaction all complete.
71.4
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WBM 75mm compacted thickness of stone metal size 63mm to 45 mm grading No 1, as per Table-400-9 with type 'A' screening as per Table 400-10 and satisfying the physical requirement as per Table 400-8 of MORT&H specifications, spread, rolled, hollow made up to form true surface blinded and compacted to gradient and camber required all as specified.
142.8
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Preparing of WBM surface including scrubbing, cleaning, laying and consolidating pre-coated stone chips 0.343 cum (13.20mm- 0.229cum-passing 22.40mm sieve and retained on 11.20mm sive and 11.20mm -0.114 cum-passing 13.20mm sieve and retained on 5.60mm sieve) mixed with 18.65 kg of binder (VG-10), applying a premixed sand seal coat 0.06cum and (passing 2.36mm and retained on 180 micron sieve) with binder (VG-10) 6.83 kg/10 sqm and rolling complete as specified, total compated thickness 25mm (using tar boiler mixing and spreading with manual labour) (using firewood)
71.4
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 7.50 Kg per 10 sqm. (using BPD with manual labour)
71.4
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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor @ 2.5 Kg/10 Sqm on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of MoSRT&H specifications.
71.4
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PART-IV (APPROACHES TO CHOTTA GOLSURI RIVER AT KM 140.875)
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Jungle clearance including cutting down trees not exceeding 30 cm girth measured at 1 meter above ground level & clearing away shrubs, brushwood, under growth & grubbing up roots in areas having annual rain fall more than 200 cm
64.3
-
-
Rough excavation in soil/soil mixed with small boulders, getting out and disposing all excavated material lead upto 6 m and upto 1.5 m deep (75% machine and 25% by manual labour)
2076.57
-
-
Earthwork in embankment by filling with earth free from roots etc. spreading in layers not exceeding 30 cm including watering and finishing to required slope & level not exceeding 1.5 m high above the base in ordinary soil in hill roads where cut & fill method is adopted.
745.19
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For every additional 1.5 m lift or part thereof beyond the intitial lift of 1.5 m in ordinary soil (1.5 m to 3.0 m)
696.93
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For every additional 1.5 m lift or part thereof beyond the intitial lift of 1.5 m in ordinary soil (3.0 m to 4.5 m)
647.91
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For every additional 1.5 m lift or part thereof beyond the intitial lift of 1.5 m in ordinary soil (4.5m to 6.0 m)
405.41
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Excavation in trenches not exceeding 1.2 m width and 1.5 m depth in soil/soil mixed with boulders (SMB), including dressing bottom and sides getting out and disposing all excavated material lead upto 6 m and lift upto 1.5 m. (by manual means)
460.24
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Hard core comprising of broken road metal size 5 cm graded downwards spread in layers not exceeding 15 cm including watering,ramming and finishing to required level and gradient including cost of stone metal.
28.8
-
-
Plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregate of size 4cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering).
82.08
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-
Plain cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 stone aggregate size 4cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering).
7.2
-
-
Plain cement concrete 1:2:4 (1cement: 2 coarse sand: 4 stone aggregate size 4cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering).
2.5
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-
Reinforcement cement concrete 1:2:4 (1cement: 2 coarse sand: 4 stone aggregate size 4 cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering).
0.08
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-
Centering/Shuttering (Steel) including strutting, propping and removal of formwork (considering 10 times to be used).
2.16
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Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars upto 12 mm (labour only).
25.9
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-
Reinforcement cement concrete M-35 nearly corresponding to nominal mix, (excluding the cost of reinforcement & centering/shuttering) in approach slab.
28.8
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-
Random/ Polygonal rubble walling in cement mortor (1:6) brought to caurse 45cm high, well bonded (material and labour)
232.03
-
-
Walling of rubble stone laid dry, well bonded, faced with selected stones.
146.84
-
-
Filling of stones/selected material in layers well packed behind retaining walls, breast walls, abutment/wing walls of bridges or culverts (labour and material).
141.82
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-
Flush pointing on stone work with cement mortar (1 cement : 3 Sand)
3.74
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-
Cost of Steel
2590
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White washing (two coats) prepared by slaking freshly burnt class 'C' lime confirming to IS 712-1964 the qty of gum to be used shall be @ 4kg/cum of cream.
5.05
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Providing/laying of weepholes of size 4"x4"x1 Mtr using PVC pipe 4" dia with PCC 1:4:8
296.72
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Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr.
52.1
-
-
GSB 15 cm thick (compacted ) with stone aggregate conforming to grading No 1 as per Tables-400-1 of MORT&H specifications for Road and Bridge Works including supply of material, watering and compaction all complete.
52.1
-
-
WBM 75mm compacted thickness of stone metal size 63mm to 45 mm grading No 1, as per Table-400-9 with type 'A' screening as per Table 400-10 and satisfying the physical requirement as per Table 400-8 of MORT&H specifications, spread, rolled, hollow made up to form true surface blinded and compacted to gradient and camber required all as specified.
104.2
-
-
Preparing of WBM surface including scrubbing, cleaning, laying and consolidating pre-coated stone chips 0.343 cum (13.20mm- 0.229cum-passing 22.40mm sieve and retained on 11.20mm sive and 11.20mm -0.114 cum-passing 13.20mm sieve and retained on 5.60mm sieve) mixed with 18.65 kg of binder (VG-10), applying a premixed sand seal coat 0.06cum and (passing 2.36mm and retained on 180 micron sieve) with binder (VG-10) 6.83 kg/10 sqm and rolling complete as specified, total compated thickness 25mm (using tar boiler mixing and spreading with manual labour) (using firewood)
52.1
-
-
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 7.50 Kg per 10 sqm. (using BPD with manual labour)
52.1
-
-
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor @ 2.5 Kg/10 Sqm on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 of MoSRT&H specifications.
52.1
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-
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