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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.3 LAccepted-AOC H NO 18 BY LANE NO 09 SATGAON PRAGATI NAGAR GUWAHATI ASSAM 781171 | KAMRUP METRO | ASSAM | 781171 | ₹46.3 L Quoted ₹48.1 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹49.6 L+₹1.5 L (3.04%)Rejected-Finance HOUSE NO 129 BASISTHA ROAD BASISTHA CHARIALI PO BASISTHA GUWAHATI 781029 ASSAM | KAMRUP METRO | ASSAM | 781029 | ₹49.6 L+₹1.5 L (3.04%) | L2 | Rejected-Finance Other than L1 bidder |
| 3 | L3₹49.7 L+₹1.5 L (3.21%)Rejected-Finance VILL BAREGAON PO CHAK CHAKA BAZAR DIST BARPE | BARPETA | ASSAM | 781301 | ₹49.7 L+₹1.5 L (3.21%) | L3 | Rejected-Finance Other than L1 bidder |
| 4 | L4₹50.5 L+₹2.4 L (4.92%)Rejected-Finance | ₹50.5 L+₹2.4 L (4.92%) | L4 | Rejected-Finance Other than L1 bidder |
| 5 | L5₹52.6 L+₹4.5 L (9.26%)Rejected-Finance GARH ROAD MEERUT UTTAR PRADESH 250002 INDIA | MEERUT | UTTAR PRADESH | 250002 | ₹52.6 L+₹4.5 L (9.26%) | L5 | Rejected-Finance Other than L1 bidder |
| Sl No | Description | Qty | Unit | PRITHWI BUILDERS L2 | M/s DEBOJIT ROY L3 | M/S K NATH AND CO. L5 | LAXMI & GANESH ENTERPRISE L6 | M/S PRADYUT ENTERPRISE L4 | SHANKAR ENTERPRISE L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc 1.50 m wide and not exc 1.50 m deep for foundation, laying of pipe or for shafts, wells cesspits,man holes etc not exc 10 Sqm on plan and n exc 1.5m in depth and getting out in soft / loose soil complete all as specified and as directed. | 480 | Cum | 250 ₹1,20,000 | 250 ₹1,20,000 | 204 ₹97,920 | 222 ₹1,06,560 | 92 ₹44,160 Lowest | 200 ₹96,000 |
| 2.00 | Returning, filling, in including spreading, levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and as directed. | 114 | Cum | 151 ₹17,214 | 100 ₹11,400 | 61 ₹6,954 | 81 ₹9,234 | 45 ₹5,130 Lowest | 100 ₹11,400 |
| 3.00 | Removing excavated soil to distance not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point etc complete all as specified and as directed. | 366 | Cum | 151 ₹55,266 | 100 ₹36,600 | 101 ₹36,966 | 81 ₹29,646 | 60 ₹21,960 Lowest | 100 ₹36,600 |
| 4.00 | Taking up/down CI/DI water mains 100 mm dia including connection/fittings from trench/wall/floors etc by burning out existing lead joints/tyton joints/rubber gasket joint etc. complete all as specified and as directed. ( Earth work will be measured and paid seperately under the relevent items of the BOQ) | 430 | RM | 51 ₹21,930 | 50 ₹21,500 | 31 ₹13,330 Lowest | 31 ₹13,330 Lowest | 72 ₹30,960 | 50 ₹21,500 |
| 5.00 | Taking up/down CI/DI water mains 150 mm dia including connection/fittings from trench/wall/floors etc by burning out existing lead joints/tyton joints/rubber gasket joint etc. complete all as specified and as directed. (Earth work will be measured and paid seperately under the relevent items of the BOQ) | 300 | RM | 51 ₹15,300 | 50 ₹15,000 | 51 ₹15,300 | 41 ₹12,300 Lowest | 68 ₹20,400 | 50 ₹15,000 |
| 6.00 | Taking up/down CI/DI water mains 200 mm dia including connection/fittings from trench/wall/floors etc by burning out existing lead joints/tyton joints/rubber gasket joint etc. complete all as specified and as directed. ( Earth work will be measured and paid seperately under the relevent items of the BOQ) | 110 | RM | 71 ₹7,810 | 65 ₹7,150 | 56.1 ₹6,171 | 51 ₹5,610 Lowest | 57 ₹6,270 | 60 ₹6,600 |
| 7.00 | Relaying of the 100mm bore size CI/DI water mains after thoroughly cleaning, with new fittings fixed to wall/ceiling/floor or laid in trenches including new tyton rubber gasket/ lead joints, CI/DI pipes and reducing to required length in position for insertion of new tees, branches, etc. before laying complete all as directed by Engr-in-Charge. Note : Excavation , earth work and DI fittings will be measured and paid seperately. | 70 | RM | 101 ₹7,070 | 100 ₹7,000 | 87.5 ₹6,125 Lowest | 89 ₹6,230 | 99 ₹6,930 | 100 ₹7,000 |
| 8.00 | Supply, laying and testing ductile iron pressure pipe socket and spigot end, class K-7, confirming to IS-8329/2000 blast furnace slag cement with portland cement properties suitable for Push - on- joint with inside cement mortar lining, internal metallic zinc coationg and external black bitumen coating of size 200 mm dia duly ISI marked laid in trenches etc and making good distrubed surface as of existing road/pavement/ PCC surface complete all as specified and directed. | 110 | RM | 3,207 ₹3,52,770 | 3,200 ₹3,52,000 Lowest | 3,895 ₹4,28,450 | 4,101 ₹4,51,110 | 3,620 ₹3,98,200 | 3,200 ₹3,52,000 Lowest |
| 9.00 | Supply, laying and testing ductile iron pressure pipe socket and spigot end, class K-7, confirming to IS-8329/2000 blast furnace slag cement with portland cement properties suitable for Push - on- joint with inside cement mortar lining, internal metallic zinc coationg and external black bitumen coating of size 150 mm dia duly ISI marked laid in trenches etc and making good distrubed surface as of existing road/pavement/ PCC surface complete all as specified and directed. | 330 | RM | 2,405 ₹7,93,650 | 2,500 ₹8,25,000 | 3,010 ₹9,93,300 | 3,109 ₹10,25,970 | 2,420 ₹7,98,600 | 2,400 ₹7,92,000 Lowest |
| 10.00 | Supply, laying and testing ductile iron pressure pipe socket and spigot end, class K-7, confirming to IS-8329/2000 blast furnace slag cement with portland cement properties suitable for Push - on- joint with inside cement mortar lining, internal metallic zinc coationg and external black bitumen coating of size 100 mm dia duly ISI marked laid in trenches etc and making good distrubed surface as of existing road/pavement/ PCC surface complete all as specified and directed. | 390 | RM | 1,904 ₹7,42,560 | 1,950 ₹7,60,500 | 2,200 ₹8,58,000 | 2,001 ₹7,80,390 | 2,202 ₹8,58,780 | 1,900 ₹7,41,000 Lowest |
Tender Value
₹48.3 L
EMD Value
₹96,500
Closing Date
19 Aug 2025, 6:00 pmClosed
GE Narangi
GE Narangi c/o 99 APO
SPECIAL REPAIR FOR REPLACEMENT OF OLD UNSV CI GI PPR PIPES WITH DI GI IN 861 MSL REGT, PROVN OF 30X HEAVY DUTY WALL MOUNTED FANS IN R O 51 SUB AREA PRO UNIT AND WATER PIPELINE AND CONNECTED WORKS FOR TEKRI POST NEAR JORABAT AREA IN 14 FAD UNDER GE NA
2025_MES_723302_1
8099/B/E8
Open Tender
Civil Works
Item Rate
180 days
Guwahati
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE Narangi
₹96,500
Yes
29 Sept 2025
30 Jul 2025
21 Aug 2025
30 Jul 2025
19 Aug 2025
13 Aug 2025
Amount
Excavation in trenches not exc 1.50 m wide and not exc 1.50 m deep for foundation, laying of pipe or for shafts, wells cesspits,man holes etc not exc 10 Sqm on plan and n exc 1.5m in depth and getting out in soft / loose soil complete all as specified and as directed.
Returning, filling, in including spreading, levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and as directed.
Removing excavated soil to distance not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point etc complete all as specified and as directed.
Taking up/down CI/DI water mains 100 mm dia including connection/fittings from trench/wall/floors etc by burning out existing lead joints/tyton joints/rubber gasket joint etc. complete all as specified and as directed. ( Earth work will be measured and paid seperately under the relevent items of the BOQ)
Taking up/down CI/DI water mains 150 mm dia including connection/fittings from trench/wall/floors etc by burning out existing lead joints/tyton joints/rubber gasket joint etc. complete all as specified and as directed. (Earth work will be measured and paid seperately under the relevent items of the BOQ)
Taking up/down CI/DI water mains 200 mm dia including connection/fittings from trench/wall/floors etc by burning out existing lead joints/tyton joints/rubber gasket joint etc. complete all as specified and as directed. ( Earth work will be measured and paid seperately under the relevent items of the BOQ)
Relaying of the 100mm bore size CI/DI water mains after thoroughly cleaning, with new fittings fixed to wall/ceiling/floor or laid in trenches including new tyton rubber gasket/ lead joints, CI/DI pipes and reducing to required length in position for insertion of new tees, branches, etc. before laying complete all as directed by Engr-in-Charge. Note : Excavation , earth work and DI fittings will be measured and paid seperately.
Supply, laying and testing ductile iron pressure pipe socket and spigot end, class K-7, confirming to IS-8329/2000 blast furnace slag cement with portland cement properties suitable for Push - on- joint with inside cement mortar lining, internal metallic zinc coationg and external black bitumen coating of size 200 mm dia duly ISI marked laid in trenches etc and making good distrubed surface as of existing road/pavement/ PCC surface complete all as specified and directed.
Supply, laying and testing ductile iron pressure pipe socket and spigot end, class K-7, confirming to IS-8329/2000 blast furnace slag cement with portland cement properties suitable for Push - on- joint with inside cement mortar lining, internal metallic zinc coationg and external black bitumen coating of size 150 mm dia duly ISI marked laid in trenches etc and making good distrubed surface as of existing road/pavement/ PCC surface complete all as specified and directed.
Supply, laying and testing ductile iron pressure pipe socket and spigot end, class K-7, confirming to IS-8329/2000 blast furnace slag cement with portland cement properties suitable for Push - on- joint with inside cement mortar lining, internal metallic zinc coationg and external black bitumen coating of size 100 mm dia duly ISI marked laid in trenches etc and making good distrubed surface as of existing road/pavement/ PCC surface complete all as specified and directed.
Taking up or down 80 mm bore GI tubing water main from trenches / wall floors including all fittings segregated, cleaning and stacking the pipe for reuse at site if required complete all as specified and as directed. Note : Excavation and earthwork if any shall be measured and paid under relevent items of the BOQ.
Taking up or down 63 mm OD PP-R pipe water main from trenches / wall floors including all fittings segregated, cleaning and stacking the pipe for reuse at site if required complete all as specified and as directed. Note : Excavation and earthwork if any shall be measured and paid under relevent items of the BOQ.
Taking up or down 50 mm bore GI tubing water main from trenches / wall floors including all fittings segregated, cleaning and stacking the pipe for reuse at site if required complete all as specified and as directed. Note : Excavation and earthwork if any shall be measured and paid under relevent items of the BOQ.
Taking up or down 25 mm OD PP-R pipe water main from trenches / wall floors including all fittings segregated, cleaning and stacking the pipe for reuse at site if required complete all as specified and as directed. Note : Excavation and earthwork if any shall be measured and paid under relevent items of the BOQ.
Taking up or down 25 mm bore GI tubing water main from trenches / wall floors including all fittings segregated, cleaning and stacking the pipe for reuse at site if required complete all as specified and as directed. Note : Excavation and earthwork if any shall be measured and paid under relevent items of the BOQ.
Taking up or down 20 mm bore GI tubing water main from trenches / wall floors including all fittings segregated, cleaning and stacking the pipe for reuse at site if required complete all as specified and as directed. Note : Excavation and earthwork if any shall be measured and paid under relevent items of the BOQ.
Supply and fix GI tubing 80mm bore, medium grade with all fittings and fixed complete laid in trenches complete all as specified and as directed.
Supply and fix GI tubing 50 mm bore, medium grade with all fittings and fixed complete laid in trenches complete all as specified and as directed.
Supply and fix GI tubing 40 mm bore, medium grade with all fittings and fixed complete laid in trenches complete all as specified and as directed.
Supply and fix GI tubing 25 mm bore, medium grade with all fittings and fixed complete laid in trenches complete all as specified and as directed.
Supply and fix steel tubes medium grade galvanised 25mm bore with all fittings and fixed complete to walls and ceilings and laid in floors complete all as directed.
Supply and fix GI tubing 20 mm bore, medium grade with all fittings and fixed complete laid in trenches complete all as specified and as directed.
Supply and fix steel tubes medium grade galvanised 20mm bore with all fittings and fixed complete to walls and ceilings and laid in floors complete all as directed.
Supply and fix steel tubes medium grade galvanised 15mm bore with all fittings and fixed complete to walls and ceilings and laid in floors complete all as directed.
Supply and fix in repairs 50 mm bore gun metal globe or gate valve cast copper alloy, screwed down, high pressure with iron wheel head screwed both ends for iron pipe complete all as specified and as directed.
Supply and fixing 40 mm bore Gun metal gate valve with iron wheel head, screwed both ends for iron pipes or for unions all as per IS : 778-84 Marked CL-1 Pressure tested 2.4 Mpa complete all as specified and as directed.
Supply and fixing 25 mm bore Gun metal gate valve with iron wheel head, screwed both ends for iron pipes or for unions all as per IS : 778-84 Marked CL-1 Pressure tested 2.4 Mpa complete all as specified and as directed.
Supply and fix in repairs 25 mm bore gun metal globe or gate valve cast copper alloy, screwed down, high pressure with iron wheel head screwed both ends for iron pipe complete all as specified and as directed.
Supply and fix in repairs 20 mm bore gun metal globe or gate valve cast copper alloy, screwed down, high pressure with iron wheel head screwed both ends for iron pipe complete all as specified and as directed.
Material and labour for cutting the existing CI/DI water mains for addn/altrn or for taking branch connections/insertion of new Tees, branches of the 100 mm bore size complete all as specified and as directed.
Supply and fix in repairs, sluice valve (heavy duty) with heavy duty stainless steel spindle conforming to IS 14846 (2000) both end flanged class PN 1.6 of size 80 mm dia including necessary nuts,bolts washers and gasket complete all as specified and as directed.
Supply and fix in repairs, sluice valve (heavy duty) with heavy duty stainless steel spindle conforming to IS 14846 (2000) both end flanged class PN 1.6 of size 100 mm dia including necessary nuts,bolts washers and gasket complete all as specified and as directed.
Supply and fix in repairs, sluice valve (heavy duty) with heavy duty stainless steel spindle conforming to IS 14846 (2000) both end flanged class PN 1.6 of size 150 mm dia including necessary nuts,bolts washers and gasket complete all as specified and as directed.
Material and labour for DI fittings for spigot and socket pipes of size 100 mm to 350 bore such as bends(any type,radius and angle) tapers any type (straight, bend, increasing,decreasing or double socket etc) Tee pieces single branch, 'Y' junction, double branch, cross(all sockets or socket and spigot) collars caps and plugs complete all as specified and directed.
Supply and fix ball valves high pressure of PTMT with epoxy coated aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 2 0 m m - 2 1 0 g m s ) complete of size 20mm complete all as specified and directed.
Supply and fix in repair ball valves high pressure of PTMT with epoxy coated aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 2 0 m m - 2 1 0 g m s ) complete of size 20mm complete all as specified and directed.
M&L for making cutting on existing internal road of 3.65 m wide for laying various size of DI pipe under road and got it repair the road cutting repair and match with existing road surface complete.
Construction of brick masonry valve pit of size 100 cm x 100 cm x 90 cm (internal dimensions), using old size sub class "B" brick, built in cement mortar (1:6) and 10 mm thick cement plaster (1:4) both internally and externally, with 75 mm thick PCC (1:3:6) type C-2 in foundation, PCC (1:2:4) type B-2 in benching complete with and including 2 mm thick mild steel sheet cover (mounted on angle iron frame of size 50 mm x 50 mm x 6 mm thick, embedded in PCC (1:2:4) type B-1 coping), fitted with proper locking arrangement, hinges and handle of suitable size and painting with two coats of black bituminous paint over a coat of red oxide zinc chrome primer on all steel surfaces, including necessary earth work (in soft / loose soil), returning filling and removal of surplus soil to a distance not exceeding 50 metre complete all as specified and directed.
Construction of brick masonry valve pit of size 90 cm x 90 cm x 90 cm (internal dimensions), using old size sub class "B" brick, built in cement mortar (1:6) and 10 mm thick cement plaster (1:4) both internally and externally, with 75 mm thick PCC (1:3:6) type C-2 in foundation, PCC (1:2:4) type B-2 in benching complete with and including 2 mm thick mild steel sheet cover (mounted on angle iron frame of size 25 mm x 25 mm x 3 mm thick, embedded in PCC (1:2:4) type B-1 coping), fitted with proper locking arrangement, hinges and handle of suitable size and painting with two coats of black bituminous paint over a coat of red oxide zinc chrome primer on all steel surfaces, including necessary earth work (in soft / loose soil), returning filling and removal of surplus soil to a distance not exceeding 50 metre complete all as specified and directed.
Material and labour for construction of brick masonry valve pit of size 60 cm x 60cm x 60 cm (internal dimensions), using old size sub class 'B' brick, built in CM 1:6 and 10 mm thick cement plaster 1:4 both internally and externally with 75 mm thick PCC 1:3:6 type C-2 in foundation, PCC 1:2:4 type B-2 in benching complete with and including 2 mm thick mild steel sheet cover (mounted on angle iron frame of size 50 mm x 50 mm x 6 mm thick, embedded in PCC 1:2:4 type B-1 coping), fitted with proper locking arrangement, hinges and handle of suitable size and painting with two coats of black bituminous paint over a coat of red oxide zinc chrome primer on all steel surfaces, including necessary earth work ( in soft/loose soil), returning filling and removal of surplus soil to a distance n.exc 50 m complete all as specified and directed.
Supply, erection, testing and commissioning of Vertical Non Clog Open well type Submersible pump, electric driven 415 V, TP suitable for 100 LPM at 60 Mtr head complete all as specified and directed each set comprising of the following :-(a) 1 No.- Vertical Non Clog open well submersible type pump(b) 1 No. - Suitable rating Submershible motor with class 'E' insulation 1500/2900 RPM synchronous speed, operating on 415+ 10% volts, 3 phase, 50 Hz A.C. supply.(c) 1 Nos. -50 mm dia dial type pressure gauges.(d) 1 Lot- Mounting frame with fixing arrangement. (e) 1 Lot-PCC cement concrete foundation for the pump unit.(f) S & F Nesessary special CI fittings and all other fixtures to fix the pump-motor in existing site.
Supply and fix in repair straight plain brass ferrules 20mm (or connecting screws) screwed both ends and fixed complete all as specified and directed
Material and labour for Boring of holes at a depth up to 1.5 mtr below under Road/ pavement, hard standing by mechinical means by using standard engineering practice and necessary machine including. Note: Rates include earth work, restoration of road hard crust/side bam including laying of pipe line along/across road etc complete all as directed and speicifed.
Supply and fix switch socket combination multipurpose, 2 in 1, 6 pin, 5 & 15 Amp flush type complete all as specified and directed
Supply and fix heavy duty Electric wall fan of 600 mm sweep 180 watt AC single phase of 230 Volts 50 Hz of air delivery 270 CMM 1440 RPM and oscillation 4 per minute with aluminium back and front body including sheet metal base & plastic and in approved colour powder coated MS wall mounting and including fixing on Truss , Channel, wall with connectd items and welding and nut bolts as required on site complete all as specified and directed
Material and labour for Point wiring with PVC insulated and unsheathed cable single core multistranded copper conductor 2.5 sqmm size, 1100 volts, FR-LSH grade cable conforming to IS-694 1990 drawn in and including PVC Casing and Caping with all accessories including fabricated MS/PVC terminal boxes fixed flush with wall surface with 3mm thick masonite laminated sheet top cover fixed with brass screw for mounting switches, sockets, regulator etc including 2.5 sqmm single core PVC insulated and unsheathed copper conductor earth continuity conductor to common earth and connecting to earth dolly all as specified for One 15 A Socket controlled by one 15 Amps switch one way complete all as directed..
Material and labour for Sub main wiring with 2 runs of 6.0 sqmm, single core,FR-LSH PVC insulated & unsheathed cable conforming to IS-694, 1100 volts with copper conductor multi stranded drawn in and including 20mm dian non metallic PVC grey conduit with all accessories such as Tees, Elbows, junction box, reducers etc as requied alongwith one run of 6.0 sqmm single core FR-LSH PVC insulated & unsheathed copper conductor as continuos earth wire dolly and connecting to existing main switch board / distribution board of each building / qtr as ordered and testing on completion including taking down old submain wiring and type of conduit complete all as specified and directed. Note: 2 run of 6 Sqmm cable and 1 run of 6 Sqmm cable along with conduit altogether shall be measured as one unit.
PRITHWI BUILDERS (BID ID -3398723)
M/s DEBOJIT ROY (BID ID -3398801)
M/S PRADYUT ENTERPRISE (BID ID -3396421)
M/S K NATH AND CO. (BID ID -3398703)
LAXMI & GANESH ENTERPRISE (BID ID -3398991)
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