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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.6 LAccepted-AOC KTA ROAD LAMBA LINE JUNGLIGHAT PO PORT BLAIR 744103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹44.6 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹51.8 LRejected-Finance | ₹51.8 L | L2 | Rejected-Finance Not being L1 |
| 3 | Rejected-Technical MES WORKS SITE CARNICOBAR ANDAMAN NICOBAR ISLAND PIN 744301 | CARNICOBAR | NICOBAR | ANDAMAN AND NICOBAR ISLANDS | 744301 | - | - | Rejected-Technical Bidder has not enlisted in requisite category as per NIT documents. |
| 4 | Rejected-Technical | - | - | Rejected-Technical Bidder has not enlisted in requisite category as per NIT documents. |
| 5 | Rejected-Technical E 82 HQ CE A N Z PB POST BOX NO 687 LILLYPUR NEAR MES GURUDWARA HADDO POST SRI VIJAYA PURAM 744 102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | - | - | Rejected-Technical Bidder has not enlisted in requisite category as per NIT documents. |
| Sl No | Description | Qty | Unit | Kakolil Trade Agencies L1 | excellent Enterprises L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation over areas, n exc 1.5m deep and getting out in hard / dense soil complete all as specified. | 60 | Cum | 580 ₹34,800 | 650 ₹39,000 |
| 2.00 | Excavation over areas, exc 1.5m but n. exc 3.0m deep and getting out in hard / dense soil complete all as specified. | 45 | Cum | 630 ₹28,350 | 690 ₹31,050 |
| 3.00 | Excavation over areas, exc 3.00m but n. exc 4.5m deep and getting out in hard / dense soil complete all as specified. | 20 | Cum | 680 ₹13,600 | 699 ₹13,980 |
| 4.00 | Excavation in trenches n.exc 1.5m wide and 1.5m deep for foundation, shaft, wells, manhole etc getting out as in hard/dense soil complete all as specified. | 56 | Cum | 580 ₹32,480 | 890 ₹49,840 |
| 5.00 | Returning filling in including spreading levelling watering and well ramming in layers n.exc 25cm deep as in soil complete all as specified and directed. | 162 | Cum | 100 ₹16,200 | 200 ₹32,400 |
| 6.00 | Removing excavated material exc. 50m and n.exc. 100m and depositing where directed at all level n.exc 1.5m above the starting point as in soil complete as specified. | 54 | Cum | 200 ₹10,800 | 250 ₹13,500 |
| 7.00 | M&L for broken stone or boulders hard core of gauge 63 mm deposited, spread and levelled in layers of not exc.15 cm thick, watered and rolled rammed to a true surface. | 7.65 | Cum | 4,250 ₹32,512.5 | 4,500 ₹34,425 |
| 8.00 | M&L for PCC 1:4:8 Type D-2, using 40mm graded stone aggregate as in foundation, fillings, mass concrete, Footings etc complete all as specified and as directed. | 3 | Cum | 12,000 ₹36,000 | 12,500 ₹37,500 |
| 9.00 | M & L for sand filling under floors or in foundations including watering and consolidation. | 2.86 | Cum | 8,500 ₹24,310 | 9,600 ₹27,456 |
| 10.00 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed. | 1 | Cum | 1,000 ₹1,000 | 2,000 ₹2,000 |
Tender Value
₹42.7 L
EMD Value
₹86,000
Closing Date
30 Sept 2025, 6:00 pmClosed
GE Haddo, Sri Vijaya Puram
GARRISON ENGINEER HADDO MILITARY ENGINEER SERVICES HADDO SRI VIJAYA PURAM 744102
PROVN OF RAIN WATER HARVESTING AND VALLEY GUTTERS AT BUILDING NO P-106, 107 AND P-108 AT VIJAY BAUGH UNDER GE HADDO, SRI VIJAYA PURAM.
2025_MES_729009_1
8130/E8
Open Tender
Civil Works
180 days
GE Haddo, Sri Vijaya Puram
As per tender document
9 documents required · 9 mandatory
₹500
GE Haddo
₹86,000
Yes
12 Jan 2026
2 Sept 2025
7 Oct 2025
2 Sept 2025
30 Sept 2025
16 Sept 2025
3 Sept 2025 - 9 Sept 2025
Amount
Excavation over areas, n exc 1.5m deep and getting out in hard / dense soil complete all as specified.
Excavation over areas, exc 1.5m but n. exc 3.0m deep and getting out in hard / dense soil complete all as specified.
Excavation over areas, exc 3.00m but n. exc 4.5m deep and getting out in hard / dense soil complete all as specified.
Excavation in trenches n.exc 1.5m wide and 1.5m deep for foundation, shaft, wells, manhole etc getting out as in hard/dense soil complete all as specified.
Returning filling in including spreading levelling watering and well ramming in layers n.exc 25cm deep as in soil complete all as specified and directed.
Removing excavated material exc. 50m and n.exc. 100m and depositing where directed at all level n.exc 1.5m above the starting point as in soil complete as specified.
M&L for broken stone or boulders hard core of gauge 63 mm deposited, spread and levelled in layers of not exc.15 cm thick, watered and rolled rammed to a true surface.
M&L for PCC 1:4:8 Type D-2, using 40mm graded stone aggregate as in foundation, fillings, mass concrete, Footings etc complete all as specified and as directed.
M & L for sand filling under floors or in foundations including watering and consolidation.
Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed.
M&L for PCC 1:2:4 type B-1 (uisng 20mm grade stone aggregate) as in surface channels, drains complete all as specified and directed.
M&L precast cement concrete block masonry exc. 10 cm width with solid block C1 (1:3:6) (using 20 mm graded stone aggregate) and setting in cement mortar (1:6) complete all as specifed and as directed.
M&L for rendering 10mm thick in CM 1:4 on fair faces of precast concrete block masonry or concrete surfaces walls using water proofing compound @ 3% by wt of cement finished even and smooth without using extra cement complete all as specified and as directed. ( Note : WPC will be measured & paid seperately)
Supply only integral water proofing compound ISI marked complete all as specified and as directed by Engr-In-Charge
M&L for pre-cast cover slab type B1, 1:2:4 (20mm graded stone aggregate) incl cost of use and waste of clean sawn wooden form work on sides and soffits of slab supported on wall etc but excl cost of reinforcement all as specified incl removal of existing unserviceable cover slab complete all as specified and as directed.
M&L TMT bars 10mm dia and over cut to length, bent to shape required, including cranking and hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm complete all as specifed and as directed.
S&F for mild steel holdfast, bands, straps, bracket/ clamp for eves gutter, valley gutter and similar conforming to Fe-290 Gde-E-165 complete all as specified and as directed.
S&F 150mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to wall/Floor complete all as specifed and as directed.
S&F 150 mm dia(PVC (SWR) bend with or without oval access door complete all as specifed and as directed.
Supply and fixing of Non-woven Geo textile having thickness OT 400gsm, having minimum tear strength of 250 ASTM D4533, width wise at least 215 ASTM D4533 having puncture strength of 1550 plus as per ASTM D6241 having elongation at break % of 57 plus as per ASTM D4595 in two layers, made out of long fibers to hold the modules and protect liner including cutting, sizing, head welding and needle punched for high porosity and proper percolation complete all as specifed and as directed. Note : The make shall be all as approved by GE.
S&F Co-polymer based rainwater harvesting structure comprising cross wave of each piece having a size of 494mm x 494mm x 220mm with minimum void ratio of 94.7% having a weight of 1.8kg each and spacers having sİze of 988mm > x 240mm x 25mm having a weight of 0.8 kg each and arranging the same as directed by the Engineer-in-Charge and in complete accordance to the design., drawings of the manufacturers complete all as specifed and as directed. Note: The design & drawing for Co-polymer based rainwater harvesting structure shall be got done only thgrough original manufacturer and the same shall be approved by GE before execution of the work.
S&F Central ground water board (CGWB)/ Green rating for integrated habitat assessment (GRIHA) approved pure rain filter 700mm dia with 300mm dia inlet and outlet to accommodate storm water having desalting suspended solid catcher made out of FRP with stainless steel 304 grade strainers having stainless steel bucket of 600 micron capable of eliminating finer particulate matter up to 160 micron filtration made of stainless steel net with long fiber foam of 25mm thickness, filtration capacity 40-80 kiloliters per hour complete in accordance to the manufacturers design, drawing and specification and complete all as specified and as directed by Engineer- in- charge. The total depth of filter shall be 2000mm. The make shall be all as approved by GE. Note: The design & drawing shall be got done only thgrough original manufacturer and the same shall be approved by GE before execution of the work.
Supply of HDPE high EVA liner having a thickness of 1.2mm the collection of water heat welding onsite and offsite as per the requirement complete all as specifed and as directed.
Supply and installation of FRP based access chamber of size 500mm x 500mm x 500mm to have access in the tank complete in accordance to the design, drawing and specification complete all as specifed and as directed.
Dismantling plain or corrugated steel sheeting any gauge, thickness including similar pattern roof coverings complete all as specifed and as directed.
S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws all as specified and directed
S&F for pre painted Galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of an coloure having tensile strength of 550Mpa as in roof covering, ridge, eves gutters etc fixed with self tapping screws as specified.
M&L for plain aluminium flat section not less than 0.68 Kg per RM as in wind tie fixed with aluminium self tapping screws complete all as specifed and as directed.
Dismantling of 150mm dia cast iron/PVC pipes incl bends/branch pieces jointed in cement mortar and taking out if reqd.
M&L for PCC type D-2, 1:4:8 (using 40mm graded aggregate) 75mm thick as in sub floor, sub base floor and pavings etc complete all as specified and as directed
M&L for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand etc complete all as specified and as directed
M&L for testing & comissioning of 5000 LPH WATER TREATMENT PLANT with UV filtration, suitable feed pumps, hypo disinfection, pressure sand filter, activated carbon filter with all accessories complete all as specified and as directed. Other specifications of due accessories are :- (i) Raw water feed centrifugal monoblock pump of capacity 1.5 HP and 3 Phase operated at 415 Volts10 cum/hr, 30 meter head and CI casing. (ii) UV filtration and hypo chlorite dosing system with digital metering pump of Make E-dose and having 30 ltrs HDPE tank and 25 kgs of 4-5% hypo chloritre solution. (iii) Pressure sand filter having capacity of 5000 ltrs/hr, fiber reinforced vessel of suitable dimensions with required pressure gauges, vaccuum breakers and suitable inlet and outlet valves. (iv) Carbon filter having capacity of 5000 ltrs/hr, fibre reinforced vessel of suitable dimensions with required pressure gauges, vaccuum breakers and suitable inlet and outlet valves. Make: ION Exchange (India) Ltd. / Sathya Sai Aqua Pura Services / Optimus Enviropro Pvt. Ltd/GSE Filter Pvt Ltd. or any other MES approved make. Note: The quoted rate includes spare filters and chemicals should be produced to department.
Supply, install, test & commissioning of monoblock centrifugal pumpset with CI impeller, 3-phase, 415 volts, 5HP / 3.72 KW having head 24 RM , discharge of 10 LPS and RPM of 2870 heavy duty conforming to IS, with necessary GI fittings for suction and delivery lines, brass foot valves of size 50 mm dia and base frame of structural steel embedded in PCC (1:2:4) type B-1 with suitable anchorage and 4 core 4 sqmm copper conductror multistranded from pump to DOL starter complete all as specified and as directed. Make: Kirloskar KDS-527++ / Beacon / KSB / Crompton Greaves / Mather & Platt /Jyoti . Note: The cost of includes suitable muitistranded copper cable from LT panel to pumpset
Supply and fix for 50 MM sluice valve, class PN-1.6 flanged and drilled at both ends confirming to IS:14846 with ISI mak, having brass spindle and gun metal rings including wheel for operation all as specified including all joints with rubber gasket and jointing materials, bolts, nuts, washers etc with complete all as specified and as directed.
S&F for Non Return Sluice valve of size 50 mm dia screwed at both ends for iron pipes or ferrule and fixing including necessary fittings like unions, check nuts, etc and any addition / alteration required for fixing, as fixed in complete all as specified and directed by the Engineer-in-charge.
Supply and fix Cast Iron in repairs for Air Valves with double air Outlets, conforming to IS 14845 of size 50 mm dia bore and fixing up in Cast Iron Water supply mains including all as specified and directed.
Material and labour for plain cement concrete (1:2:4) type B2 (using 40 mm graded stone aggregate) as in foundation, fillijng and mass concrete including use and waste of from work complete all as specified and directed.
Material and labour for supporting pillar constructed of masonry of dimensions as required on site with precast cement concrete solid block masonry in PCC (1:3:6) type C1 (using 20 mm graded stone aggregate) 20 mm thick in CM (1:6) complete all as specified and as directed.
M&L for cutting the existing bituminous/ cement concrete road to any length and width but 90cm in depth as required at site for laying galvanised steel tubing as protection pipe for cable including earth work excavation in any type of soil, RFR and removing surplus soil as directed and making good the disturbed top surface including complete all as specified and as directed.
S & F for Rotational moulded polyethylene 1000 Ltrs PVC water storage tank Double layer (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I including all necessary GI fittings fittings complete all as specified and as directed. Make : Sintex/Polycon/Rotex/Infra
S & F for Rotational moulded polyethylene 5000 Ltrs PVC water storage tank Double layer (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I including all necessary GI fittings fittings complete all as specified and as directed. Make : Sintex/Polycon/Rotex/Infra
S&F 3 layer ( inner antimicrobial, outer UV stabilized) ISI marked,IS-15801, PP-R pipes SDR 7.4 (PN-16) and PP-R plain fittings in trenches/walls/cellings or laying in floors complete of size outer dia 63 mm ,including fittings complete all as specified and as directed.
Supply and lay 3 layer ( inner antimicrobial, outer UV stabilized) ISI marked,IS-15801, PP-R pipes SDR 7.4 (PN-16) and PP-R plain fittings in trenches/walls/cellings or laying in floors complete 32 mm ,including fittings including all as specified and directed.
Supply and fix PPR Gate Valves (Brass Insert) of 63 mm bore complete all as specified and as directed
Supply and fix PPR Gate Valves (Brass Insert) of 32 mm bore complete all as specified and as directed
S&F 25mm dia or bore PTMT ball valve high pressure with epoxy coated aluminium rod & high density plastic ball (minimum weight 455 grams) screwed for iron pipe with necessary GI fittings such as elbows, nipples etc., including taking down old unserviceable one complete all as specified and as directed. MAKE: PRAYAG/POLYTUFF or equivalent
Removing excavated materials (soils) n exc 50m and depositing where directed at a level n exc 1.5m above the statrting point complete all as specified.
Material and labour for construction of Brick Masonary valve chamber of size 900x900x900mm (internal dimensions) with PCC 1:4:8 foundation 100mm thick, brick work using PCC block masonary 200 thick wall built in CM 1:6,PCC 1:3:6 coping 50mm thick, plastering 15mm thick in CM 1:6 to all internal wall including floor,and exeternal wall upto 150mm below ground level, including excavtion earth work in hard/dense soil, MS sheet cover 4mm thick with locking arrangement with ISA 50x50x6 mm frame embedded in PCC and painting to MS cover with two coats of synthetic enamel paint over one coat of red oxide primer etc complete all as specified and directed
Supply and lay LT UG cable XLPE Insulated screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 4C X 25 Sqmm including cable end terminals complete all as specified and as directed.
Supply & fixing for fabrication of out door type dust & vermin proof LT feeder pillar box panel CPRI approved with canopy by using suitable angular iron frame for each unit panel fixing with nuts & bolts on 70 x 40 ICMS channel as per directions as per directions of Engineer-in-Charge and using 3 mm thick CRCA sheet all over body front and back cover with hinges and aldrops for locking armagments duty 1 mm thick FRP coated all over external surfaces and 2 mm thick MS sheet for bus bar cover panel partitions and bottom cable entry covers duty painted with ONE coat of redoxide and two coats of synthetic enamel paint with control wiring to complete LT panel with 1.5 Sqmm FRLS copper cable and 6 A MCB's meters breaker control supply and indication lamps and the following switch gears AL bus bars and accessories :
Aluminium bus bar of 200A for RYB (live) and 200A for neutral as main bus bar. Aluminium bus bar as down links/connectivity links to LT MCCBs for connecting all incoming , outgoing cables and bus couplers. Digital ammeter & voltmeter for incoming Make: Schnider / Elmeasure. LED indication lamps for RYB for incoming supply and for breaker on / off indications. 1. 4 Pole MCCB of 100 A 25 KA - 01 No, as incomer and 4 Pole MCCB 63 A MCCB - 3 Nos for outgoing All MCCBs of 4 pole 25 KA, 440 V AC with thermal triping system against Short circuit instantaneous and earth fault protection all as specified and directed. Make of MCCB: Schneider/SIEMENS/ABB/L&T NOTE: (i) Rate quoted includes necessary grouting / chipping of concrete for Anchring fastners and making PCC foundation to fix the LT Panel and connecting of necessary LT cables with new end terminations as directed by the engineer - in - charge. (ii) Rate quoted includes necessary Digital ammeter, voltmeter, LED lamps, CTs, Aluminium bus bar and MCCB's. (iii) Drawing must be got approved by Engineer-in-Charge fabrication of the panel.
Material and labour for earthing complete with galvanized steel earth plate electrode 60 cm x 60 cm x 6 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below GL) with top edge of earth plate not less than 1.5 Mtr below normal ground level, earth plate surrounded from all sides by 15 cm thick and packed layer of charcoal dust and common salt filling in alternate layers and electrode connections by using galvanized earth strip 32 x 6mm connected by means of bolts, nuts, check nuts and washer of galvanized iron or steel, provision of 40 mm dia GI pipe medium grade for protection of GI earth strip and 20mm dia GI pipe medium grade for watering arrangement and PCC (1:3:6) , type C1 chamber, MS funnel, wire gauge, 50 mm thick RCC 1:2:4, type B1 earth pit cover with 6 Nos, 8 mm dia high strength deformed steel TMT bars on both ways including necessary excavation in any type of soil, returning, filling in, removal of surplus soil to distance not exceeding 50 metre, provision of charcoal and salt complete all as shown in electrical plate No 3 of schedule Part-I Notes: (i) Cost of GI strip and GI protection pipe upto 7.5mtr length for one earth pit shall be deemed to be included in the rate quoted for this item. (ii) The unit rate shall also includes for Wire mesh, funnel, excavation, returninng & filling, PCC chamber pit, RCC cover & test point. (iii) PCC pit shall be provided at least 500 mm away from the earth pit and not just on the earth pit
M & L for precast cement concrete (PCC) type B1 1:2:4 using 20mm graded aggregate stone for making copings including use and waste of form work complete etc.including all as specified and directed.
Supply and laying in trenches or in cable ducts or clamping on wall DWC HDPE pipe of size 40 mm (OD) x 32 mm (ID) along with connected accessories like couplers.bends,end caps etc. for LT cable protection complete all as specified and as directed.
Excavating in trenches hard soil, n exc 1.5m wide and n exc 1.5m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5m in depth and getting out including all as specified and directed.
excellent Enterprises (BID ID -3439622)
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