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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 CrAccepted-AOC A T ROAD HOUSE NO 0 CITY TOWN BOKAKHAT P O BOKAKHAT P S BOKAKHAT DIST GOLAGHAT PIN 785612 | BOKAKHAT | GOLAGHAT | ASSAM | 785612 | ₹10.8 Cr | L1 | Accepted-AOC AWARDED |
| 2 | L2₹10.8 CrRejected-AOC AT ROAD BOKAKHAT ASSAM | ₹10.8 Cr | L2 | Rejected-AOC Not Qualified for AOC |
| Sl No | Description | Qty | Unit | M/S. M.P. AGARWALLA L2 | NK AGARWALLA L1 |
|---|---|---|---|---|---|
| 1.00 | Medium Jungles: Clearing medium jungles and trees up to 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work, etc. complete as directed.
(When 30% to 60 % of the area is covered by shrubs, trees etc.) | 12,500 | Sqm | 19 ₹2.4 L | 17 ₹2.1 L |
| 2.00 | Cutting bamboo , uprooting roots & stumps including removing them from the site of work, etc. complete as directed. | 352.5 | Sqm | 670 ₹2.4 L | 680 ₹2.4 L |
| 3.00 | Felling trees including uprooting roots and stumps up to 50 cm. below ground, cutting into pieces and removing the same from the site of work as directed.Trees above 0.50m and up to 1m girth. | 30 | Each | 250 ₹7,500 | 250 ₹7,500 |
| 4.00 | Earth work in embankment by Mechanical means by truck carriage with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4cm cube, dressing as per design section and compaction in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500m distance, etc. complete as directed.
B. Compaction with vibratory roller of 80-100 kN capacity
1. For initial lead upto 1 km for all lifts. | 2,19,342.45 | Cum | 350 ₹7.7 Cr | 352 ₹7.7 Cr |
| 5.00 | Earthwork in grabbing the seat of the embankment up-to 0.3 m depth by mechanical means and depositing the soils outside the country side toe of the proposed structures, etc. complete as directed. | 29.93 | Hec | 32,500 ₹9.7 L | 32,000 ₹9.6 L |
| 6.00 | Collection of sand gravel from approved quarry containing 60% sand and 40% gravel free from disintegrated and flaky pieces of vegetation and other deleterious matters, adherent coating etc. including stacking in suitable stacks at quarry site etc. complete
as directed. | 6,802.92 | Cum | 1,850 ₹1.3 Cr | 1,815 ₹1.2 Cr |
| 7.00 | Providing stone piles of required diameter and length up to 10.00m in ordinary / dense soil etc. using 25 mm down graded stone aggregate or river gravel including cost of boring including watering, ramming etc. as required, Cost of T&P complete as directed and specified by the department.
b) Pile Dia 300 mm | 15,756 | Rm | 680 ₹1.1 Cr | 669 ₹1.1 Cr |
| 8.00 | Labour charge for laying of soling stone, brick bats, broken stone metal, sand gravel etc. on approach road including ramming dressing the seat and local carriage of materials up to a distance of 60 m complete as directed. | 6,802.92 | Cum | 225 ₹15.3 L | 224 ₹15.2 L |
| 9.00 | Construction of temporary shed of two roof with mud plinth of 0.45 m height above ground level with Bhaluka bamboo post 1.5 m apart, driven at least 0.75 m below ground and height above plinth of 2.5 m. Split Jatti bamboo/tarza wall 10 cm thick touch roofing over bamboo rua frame, placing at 0.15 m clear apart, fitted with bamboo kamies from binding doors and windows with Bamboo Chattai,strengthening with Bamboo frame binding with wire,roofing with TATA Shaktee roofing sheets etc., complete as directed. (Using Bhaluka Bamboo at the rate of 6.00 nos./Rm & Jati Bamboo at the rate of 61.00 nos./Rm) | 40.5 | Sqm | 2,700 ₹1.1 L | 2,700 ₹1.1 L |
| 10.00 | Supplying and driving of matured Bholuka bamboo post of 75 mm to 100 mm dia. placed 3 nos of posts together tightened by 8 G wire in form of bundle and driven 4.0 m to 4.50 m below ground and 3.0 m to 3.50 m above ground by hydraulic driving equipment including hire charge of equipment cost of P.O.L etc. complete as directed. (Using Bhaluka Bamboo at the rate of 240.00 nos./Rm) | 537 | Each | 1,200 ₹6.4 L | 1,200 ₹6.4 L |
Tender Value
₹10.8 Cr
EMD Value
₹21.7 L
Closing Date
25 Feb 2025, 2:00 pmClosed
Chief Engineer, WRD, Assam
O/O Chief Engineer Water Resources Department, Basistha, Guwahati 29
Restoration of Dikhow Bund left bank from Upper Nazira to A.T. Road including A/E measures at Kurulakotia area.
2025_DoWR_42553_1
SIVASAGAR/RIDF XXX/2024-25/IV
Open Tender
Civil Works
365 days
SIVASAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
₹21.7 L
Yes
6 Sept 2025
5 Feb 2025
25 Feb 2025
5 Feb 2025
25 Feb 2025
15 Feb 2025
Amount
Medium Jungles: Clearing medium jungles and trees up to 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work, etc. complete as directed. (When 30% to 60 % of the area is covered by shrubs, trees etc.)
Cutting bamboo , uprooting roots & stumps including removing them from the site of work, etc. complete as directed.
Felling trees including uprooting roots and stumps up to 50 cm. below ground, cutting into pieces and removing the same from the site of work as directed.Trees above 0.50m and up to 1m girth.
Earth work in embankment by Mechanical means by truck carriage with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4cm cube, dressing as per design section and compaction in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500m distance, etc. complete as directed. B. Compaction with vibratory roller of 80-100 kN capacity 1. For initial lead upto 1 km for all lifts.
Earthwork in grabbing the seat of the embankment up-to 0.3 m depth by mechanical means and depositing the soils outside the country side toe of the proposed structures, etc. complete as directed.
Collection of sand gravel from approved quarry containing 60% sand and 40% gravel free from disintegrated and flaky pieces of vegetation and other deleterious matters, adherent coating etc. including stacking in suitable stacks at quarry site etc. complete as directed.
Providing stone piles of required diameter and length up to 10.00m in ordinary / dense soil etc. using 25 mm down graded stone aggregate or river gravel including cost of boring including watering, ramming etc. as required, Cost of T&P complete as directed and specified by the department. b) Pile Dia 300 mm
Labour charge for laying of soling stone, brick bats, broken stone metal, sand gravel etc. on approach road including ramming dressing the seat and local carriage of materials up to a distance of 60 m complete as directed.
Construction of temporary shed of two roof with mud plinth of 0.45 m height above ground level with Bhaluka bamboo post 1.5 m apart, driven at least 0.75 m below ground and height above plinth of 2.5 m. Split Jatti bamboo/tarza wall 10 cm thick touch roofing over bamboo rua frame, placing at 0.15 m clear apart, fitted with bamboo kamies from binding doors and windows with Bamboo Chattai,strengthening with Bamboo frame binding with wire,roofing with TATA Shaktee roofing sheets etc., complete as directed. (Using Bhaluka Bamboo at the rate of 6.00 nos./Rm & Jati Bamboo at the rate of 61.00 nos./Rm)
Supplying and driving of matured Bholuka bamboo post of 75 mm to 100 mm dia. placed 3 nos of posts together tightened by 8 G wire in form of bundle and driven 4.0 m to 4.50 m below ground and 3.0 m to 3.50 m above ground by hydraulic driving equipment including hire charge of equipment cost of P.O.L etc. complete as directed. (Using Bhaluka Bamboo at the rate of 240.00 nos./Rm)
Labour charge for clearing white ant nest from the embankment including digging earth, clearing white ant nest, applying anti termite chemical and carrying spoils to a safe distance and filling the pits by fresh earth including ramming, watering etc. Complete as directed.
Dismantling of existing structures like s culverts, retaining walls and other structure comprising of masonry, ement concrete, wood work, steel work,including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.I. By Manual Means a) Cement Concrete
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Above 600 mm to 900 mm dia Hume pipe
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Fundations, footings, bases of columns, etc. for mass concrete
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia RCC pipes.
Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the ll width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
M.S.Channel 200x75x6mm for guide channel,cross member etc.
M.S.Channel 150x75x6mm for shutter frame, stiffener etc.
M.S. plate 6 mm thickness for fabrication of shutter like skin plate etc.
M.S. shaft 63 mm dia of length 5 M having a hole on bottom
Thread Cutting @ 2 TPI on 63 mm dia of length 4.5M
M.S. Angle 65X65X5 mm for fabrication of boss tool post
Thrust Bearing 65 mm dia.
C.I. Boss with handle 125X 150 mm handle size 38 mm dia, 2 T.P.I. inner thread to pass 63 mm dia shaft and having a groove 8 mm bottom of the handle.
M.S. Lock Plate 300 X 300 X 8 mm
M.S. Base Plate 300 X 300 X 10 mm
Nuts & Bolts (Assorted size)
M.S. Washer different size
Shaft pin 12mm
Distant tube with pin 75mm x 12mm
M.S. Electrode 10 S.W.G.
M.S. Electrode 8 S.W.G.
Antisol red oxide paint
Red Oxide primer
Turpentine Oil
Steel wire brush
Painting brush 3"11 (2 Nos each.)
Welding Holder 600 amp.
Arc Welding Mask
Arc Welding Dark Glass
Leather Hand Gloves
Gas cutting nozzle
Welding Cable ( Red & Blue ) 450Amp
Hacksaw Blade double ended 1.5"x12" size
'J' Type Rubber Seal 125 mm
M.S. Flat for rubber seal size 40X 3 mm
Nylon Rope 5/8"
Coir Rope
Bhaluka Bamboo
Jati Bamboo
Lock & Key 55 mm
W.B. Grease
Waste Cotton
Oxygen Gas(16.00kg/1.90Cum) Size-D
Acetylene Gas(1.165kg/Cum)
Transportation expenditure for carrying sluice gate shutter, guide channel and other sluice gate materials to site and vice versa including P.O.L expenditure and labour charge by a 10 MT truck. Hire charges of diesel trucks with driver and helper but excluding fuel and lubricant. (b) 6 Ton Capacity
Cost of Diesel
Lubricant cost
Labour required for guide channel plastering and clearing fitting etc.
Diesel for Welding Generator set
Lubricant(Mobil oil) for Jeep & Generator Set
Emery Paper
M/S. M.P. AGARWALLA (BID ID -259031)
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