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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73.3 LAccepted-AOC HANUMAN TOWER ATHAON GUWAHATI PO BHARALUMUKH PS BHARALUMUKH KAMRUP METRO ASSAM | ₹73.3 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹73.9 L+₹62,063.27 (0.85%)Rejected-AOC | ₹73.9 L+₹62,063.27 (0.85%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹76.8 L+₹3.5 L (4.78%)Rejected-AOC M D PATH NORTH HAIBORGAON P O HAIBORGAON DIST NAGAON ASSAM | ₹76.8 L+₹3.5 L (4.78%) | L3 | Rejected-AOC Rejected |
| 4 | L4₹76.9 L+₹3.6 L (4.94%)Rejected-AOC | ₹76.9 L+₹3.6 L (4.94%) | L4 | Rejected-AOC Rejected |
| 5 | L5₹93.0 L+₹19.7 L (26.9%)Rejected-AOC UNIT 4A 4TH FLOOR MAYUR GARDEN OPP OF RAJIV BHAWAN ABC BUS STOP BHANGAGARH G S ROAD GUWAHATI KAMRUP M 781005 | KAMRUP METRO | ASSAM | 781005 | ₹93.0 L+₹19.7 L (26.9%) | L5 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | D KUMAR AND COMPANY L5 | Dochania and Company Private Limited L1 | Sri Dhrubajyoti Kakati L3 | WIN TRADE AGENCIES L2 | NILAM HARAJYOTI JV L4 |
|---|---|---|---|---|---|---|---|---|
| 2.00Water tank | ||||||||
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | 73.4 | cum | 300 ₹22,020 | 219.01 ₹16,075.33 | 200 ₹14,680 Lowest | 220 ₹16,148 | 256 ₹18,790.4 |
| 4.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 45.57 | Cum | 250 ₹11,392.88 | 193.89 ₹8,835.9 Lowest | 202 ₹9,205.44 | 194 ₹8,840.87 | 248 ₹11,301.73 |
| 5.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level :
Concrete of M15 grade with minimum cement content of 240 kg /cum | 3.01 | Cum | 9,000 ₹27,081 | 6,241.42 ₹18,780.44 Lowest | 6,548 ₹19,702.93 | 6,294 ₹18,938.65 | 8,040 ₹24,192.36 |
| 6.00 | 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. | 1,262.23 | kg | 102 ₹1,28,747.3 | 68.45 ₹86,396.73 Lowest | 71 ₹89,618.22 | 70 ₹88,355.99 | 82 ₹1,03,502.73 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 17.28 | M2 | 392 ₹6,773.76 | 235.12 ₹4,062.87 Lowest | 245 ₹4,233.6 | 236 ₹4,078.08 | 307.95 ₹5,321.38 |
| 8.00 | Columns, Pillars, Piers, Abutments, Posts and Struts | 19.08 | M2 | 961 ₹18,335.88 | 614.04 ₹11,715.98 Lowest | 644 ₹12,287.52 | 619 ₹11,810.52 | 804.25 ₹15,345.09 |
| 9.00 | 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 derived from natural sources) | 13.89 | M3 | 9,000 ₹1,24,983 | 6,386.07 ₹88,683.31 Lowest | 6,699 ₹93,029.01 | 6,440 ₹89,432.28 | 8,000 ₹1,11,096 |
| 10.00 | Providing and fixing steels in GRP Tank structure work including , cutting, bending, placing in position and binding with screws, bolts etc., and GRP Tank 50,000 L capacity all complete | 1 | Job | 32,00,000 ₹32,00,000 | 18,74,323.37 ₹18,74,323.37 | 19,66,000 ₹19,66,000 | 18,90,280 ₹18,90,280 | 13,00,000 ₹13,00,000 Lowest |
| 11.00Borehole | ||||||||
Tender Value
₹96.0 L
EMD Value
₹1.9 L
Closing Date
10 Dec 2025, 2:00 pmClosed
Managing Director
AIDC Ltd, R G Baruah Road, Guwahati
Construction of Water Supply network with Overhead tank at IE Rangjuli, Dist- Goalpara, Assam
2025_ICD_48729_1
692802/53
Open Tender
Civil Works
Item Wise
365 days
Geua, Rangjuli
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,920
Yes
₹1.9 L
Yes
14 Jul 2026
20 Nov 2025
10 Dec 2025
20 Nov 2025
10 Dec 2025
29 Nov 2025
Water tank
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M15 grade with minimum cement content of 240 kg /cum
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 Foundations, footings, bases of columns, etc. for mass concrete
Columns, Pillars, Piers, Abutments, Posts and Struts
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 derived from natural sources)
Providing and fixing steels in GRP Tank structure work including , cutting, bending, placing in position and binding with screws, bolts etc., and GRP Tank 50,000 L capacity all complete
Borehole
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level All types of soil 350 mm dia
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. All types of soil 350 mm dia
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge 150 mm nominal size dia having minimum wall thickness 5.00 mm
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 23.13.2 150 mm dia
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150mm dia
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150mm dia
Supplying, lowering and installation the submersible pump set of required capacity to deliver water at furthest point KSB/Kalama make and delivery out let fitted on spring loaded non return valve directly coupled with submersible motor, suitable for operation at 440 volts +/- 8%, 3 phase 50c/s AC supply, the material of the pump, bronze impeller, stainless steel shaft, CI pump body self aligning thurst plate of heavy bronze with necessary accessories for KSB/ Kalama make submersible pumping set of approved model for yeild of minimum 10000L/Hr.
IRON REMOVAL FILTER
Supplying fitting and fixing iron removal filter filling with treated sand, pebbles, manganishdioxide and other required materials of various filtration rate per hour of TARUS make with all necessary fittings such as valve,bib cock,pipe connection etc.with a free maintanance period of six monthhs (A) IRON REMOVAL FILTERS Taurus make FRP Composite Structural vessel Iron Removal Filters of 100 % rustproof vessels complete with Top & bottom Strainers, Multiport Valves, Quality filter media-e.g Treated Sand,Mno2 ,Barakar Sand Gravels & Pebbles. ISO, NSF certified. (VI) 5000 liters capacity
Water supply network
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
80 mm nominal dia Pipes
100 mm nominal dia Pipes
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