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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-AOC TEPOMIA GAON HOUSE NO 0 CITY TOWN SIMALUGURI P O LAKWA P S SIMALUGURI DIST SIVASAGAR PIN 785688 | SIMALUGURI | SIVASAGAR | ASSAM | 785688 | ₹3.0 Cr | L1 | Accepted-AOC As per Work order |
| 2 | L2₹3.0 CrRejected-Finance | ₹3.0 Cr | L2 | Rejected-Finance As per Financial Bid on Evalution (Online) |
| Sl No | Description | Qty | Unit | Sri Diganta gogoi L1 | HEMANTA PHUKON L2 |
|---|---|---|---|---|---|
| 1.00 | 1/2.8:- 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. 2.8.1 All kinds of soil. cum286 | 625.86 | Cum | 200 ₹1.3 L | 250 ₹1.6 L |
| 1.01 | 2/2.25(a) :-Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. cum 368.65 | 3,809.38 | Sqm | 230 ₹8.8 L | 300 ₹11.4 L |
| 1.02 | 3/2.27:- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. cum 2161.20 | 1,482.3 | Cum | 2,200 ₹32.6 L | 2,200 ₹32.6 L |
| 1.03 | 4/16.12 :- Dry brick pitching half brick thick in drains including supply of bricksand preparing the surface complete : 16.12.1With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 sqm 607.20 | 1,266 | Sqm | 650 ₹8.2 L | 650 ₹8.2 L |
| 1.04 | 5/4.1:-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 | 29.29 | Cum | 7,000 ₹2.1 L | 7,500 ₹2.2 L |
| 1.05 | 6/5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 :- Foundations, footings, bases of columns, etc. for mass concrete (b) Using 25mm thick plank | 459 | Sqm | 320 ₹1.5 L | 350 ₹1.6 L |
| 1.06 | 5.9.5:- Lintels, beams, plinth beams, girders, bressumers and cantilevers | 1,146.6 | Sqn | 650 ₹7.5 L | 650 ₹7.5 L |
| 2.01 | 5.9.6 :- Columns, Pillars, Piers, Abutments, Posts and Struts | 648 | Cum | 850 ₹5.5 L | 880 ₹5.7 L |
| 2.02 | 7/5.1 :- 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size | 252.56 | Cum | 9,000 ₹22.7 L | 9,000 ₹22.7 L |
| 2.04 | 8/5.3 :- Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plint level up to floor five level, excluding the cost of centering, shuttering finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size ) | 60.17 | Cum | 11,500 ₹6.9 L | 11,500 ₹6.9 L |
Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
7 Aug 2025, 4:00 pmClosed
Executive officer,Simaluguri MUnicipal Board
Office of the Simaluguri Municipal Board
Construction Assam Type Daily Market
2025_UDD_45652_1
SMB-263/15thFC(Untied)/565 dt 16-07-2025
Open Tender
Civil Works
365 days
Simaluguri Town, ward no-01
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
₹6.0 L
Yes
Simalu conference hall,simaluguri
12 Jan 2026
16 Jul 2025
8 Aug 2025
17 Jul 2025
7 Aug 2025
24 Jul 2025
17 Jul 2025 - 21 Jul 2025
21 Jul 2025
Amount
1/2.8:- 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. 2.8.1 All kinds of soil. cum286
2/2.25(a) :-Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. cum 368.65
3/2.27:- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. cum 2161.20
4/16.12 :- Dry brick pitching half brick thick in drains including supply of bricksand preparing the surface complete : 16.12.1With common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 sqm 607.20
5/4.1:-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20
6/5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 :- Foundations, footings, bases of columns, etc. for mass concrete (b) Using 25mm thick plank
5.9.5:- Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9.6 :- Columns, Pillars, Piers, Abutments, Posts and Struts
7/5.1 :- 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size
8/5.3 :- Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plint level up to floor five level, excluding the cost of centering, shuttering finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size )
9/6.1:- .Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in .6.1.1 in proportion 1:4.
10/6.13 :- Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) Rs.1018.50
11/ 5.22 :- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level .5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 89.65
12/ 10.16 :- Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes kg 154.90 applying a printing coat of approved steel primer all complete.
13/ 12.65:- Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately) 0.56 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overal profile width1092 mm, cover width 1000mm.
14/ 12.66 :- Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/ tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete : 12.66.1 Precoated/mill finish aluminium Ridges plain(500- 600mm) metro 969.50
15/ 13.2 :- 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand) sqm 339.70
16/ 11.6 :- Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 11.6.1 18 mm thick sqm 570.75
17/ 11.3 :- Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement , including cement slurry , but excluding the cost of nosing of steps etc . Complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 545.00
18/ 13.41:- Distempering with oil bound washable distemper of approved branded manufacture to give an even shade :13,41.1 New work (two or more coats ) over and incuding water. Thinnable priming coat with cement primer.
19/ 13.85 :- Applying priming coats with primer of approved brand and manufacture, having low VOC (Volting Organic Compound ) content. 13.85.1 With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/litre sqm 61.45 13.85.3 With thinnable cement primer on wall surface having VOC content less than 50 grams/litre sqm 64.45.
20/ 13.47 :- Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of rquried shade :13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqmover and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
21/ 5.18 :- Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarses and(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 5.18.1 50 mm thick sqm 1580.90
22/ 10.6 :- Supplying and fixing rolling shutteres…complete
23/ 10.11:- Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment) 10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) kg 175.65
24/ 16.91:- Providing and laying factory made chamfered edge Cement Concrete paver blocks in foothpath , parks ,lawns, drive ways or light trafficparking etc , of requried strength , thickness & size . Shape , made bytable vibratory method using PU mould , laid in requried colour & pattern over 50 mm thick compacted bed of sand , compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through filling the joints with sand and cutting of paver blocks as per requried size and pattern , finishing and sweeping extra sand , complete all as per direction of Engineer -in-Charge .16.91.1 60 mm thick cement concrete paver block of M-35 gradewith approved colour , design & pattern .sqm 932.35
Electrical works:-25/1.1.:- Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduct , with modular switch , modular plate , suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as requried.1.10.1 Group A
Group B
1.10.3:- Group C
26/1.12:- Wiring for light/power plug with 2x4 Sq.mm…complete
27/1.14:- Wiring for circuit /submain wiring along with earth wire the following sizes of FRLS PVC insulated copper conductor , single core cable in surface/ recessed medium class PVC conduit as requried 1.14.2 2x2.5 sq.mm+1x2.5sq,mm earth wire
1.14.8 :- 4x4 sq.mm+2x4sq.mm earth wire
1.14.9:- 4x6 sq.mm+2x6 sq.mm earth wire
28/1.24:- Supplying and fixing following modular switch /socket on the existing modular plate & switch box including connections but escluuding modular plate etc. as requried. 1.24.1:- 5/6 amps switch
1.24.3 :- 15/16 amp switch
1.24.4 :- 3 pin 5/6 amp socket outlet
1.24.5 :- 6 pin15/16 amp socket outlet
29/1.25 :- Supplying and fixing two module stepped type electronic fan regulator on the existing modular paste switch box including connections but excuding modular plate etc. as requried.
30/ 1.27 :- Supplying and fixing following size/ moules, GI box along with modular base & cover plate for modular switches in recess etc as requried. 1.27.1 1 or 2 modulle (75mmx75mm)
1.27.2:- 3 Module (100mmx75mm)
1.28.4- 6 Module
32/2. 3:- Supplying and fixing following way , single pole and neutral , sheet ,MCB distribution board , 240 volts , on surface/ recess , complete with tinned copper bus bar, netutral bus bar , earth bar, din bar , interconnections , powder painted including earthing etc. as requried .(But without MCB/RCCb/Isolater),2.3.4 2+ 12 way , Double door
1.28.2 -3 Module
1.28.4- 6 Module
32/2. 3:- Supplying and fixing following way , single pole and neutral , sheet ,MCB distribution board , 240 volts , on surface/ recess , complete with tinned copper bus bar, netutral bus bar , earth bar, din bar , interconnections , powder painted including earthing etc. as requried .(But without MCB/RCCb/Isolater),2.3.4 2+ 12 way , Double door
33/2.10:- Supplying and fixing 5 amps to 32 amps rating 240/415 volts "C" curve , miniture circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections ,testing and commissioning etc. as requried. 2.10.1-Single pole
2.10.3- Double Pole
2.10.5- Triple pole and neutral
34/ 1.34 :- Supplying and fixing brass batten.angle holder including connection etc . As requried
35/ 19.1 :- Supply and installation of 120mm sweep.BEE star rated , ceiling fan with BLDC Motor.
36/ 5.2:- Earthing G.I earth pipe 4.5 metre long , 40mm dia including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc . With charcoal/ coke and salt as requried.
37/5.7:- Supplying and alying 6 SWG G.I. wire at 0.50 metre below ground level conductor eatrht electrode, including connection /termination with G.I thimble etc. as requried.
38/A1:- Supplying fitting and fixing of 15 Watt Led Bulb ( Make Havell's/ Equivalent)
39/A2:- Supplying fitting and fixing Basic all purpose surface and wall mounted LED battern wih polycarbonate housing & intergrated electronic device, item of description LUMILINEBS20W LED 8655PCWH, HSN CODE 905, HAVELS MAKE or equivalent 20W)
40/A3 :- Supplying of following sizes XLPE insulated and PVC sheathed aluminium conductor armoured power cable of 1.1 KV grade conforming to IS 7098 (Part-1)/1988 with amendment up to date etc as required 4X 35 sq mm L.T Armoured U.G. Cable
41/A4 :- Supplying including instaling, commision of vermin and dust proof totally enclosed, Phosphatised Powder Painted cubical indoor typr floor/wall mounting compartmentalize panel board of Size 1.50MX 1.30MX 0.40M made of 16 SWG/1.66 mm thick C>R Sheet and 40mmx 40mmx 5mm coplete neatly wiring done with rovision for one no 160A 4pole MCCB as incomer and provision for 63 Amp MCCB 1 no, 80 Amp MCCB 2 nos, 100A MCCB 1 no & 125 AMP Change over Switch no. out going as specified and directed by the deppt
42/ A5 :-Load Security & meter security paid to the APDCL authority
WATER SUPPLY WORKS:- 43/18.12:- Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc External Work 18.12.6 50 mm dia nominal bore
18.12.5 :-40 mm dia nominal bore
18.12.3 :- 25 mm dia nominal bore
44/18.11 :-Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :18.11.1 15 mm dia nominal bore
45/18.15 :- Providing and fixing brass bib cock of approved quality : 18.15.1 15 mm nominal bore
46/18.52:- Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 18.52.1 15 mm nominal bore
47/18.59:- Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces,tapers etc if required will be paid separately) : 18.59.1 50 mm dia
48/18.17:- Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.4 50 mm nominal bore
18.17.3 40 mm nominal bore
18.17.1 25 mm nominal bore
49/ 18.48 :- Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
50/23.2:- 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 23.2.1 All types of soil 23.2.1.1 300 mm dia
51/23.3:- 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. 23.3.3 200 mm nominal size dia
52/18.44:- Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well.
53/l.S:- supply fitting ,fixing ,installation ,connecting and testDG Set (kirlosker make) as required with trasformer etc complete
HEMANTA PHUKON (BID ID -275004)
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