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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H4₹43.1 L−₹5.3 L (9.80%)Accepted-AOC | H4 | Accepted-AOC Contract awarded to M/s Majumder Construction | |
| 2 | H1₹54.3 LRejected-Finance 26M NEEM SARAI DHOOMANGANJ PRAYAGRAJ 211011 | PRAYAGRAJ | UTTAR PRADESH | 211011 | H1 | Rejected-Finance Higher rate quoted than H4 | |
| 3 | H2₹52.0 L−₹2.3 L (4.21%)Rejected-Finance ANURAGPUR PO PANAGARH BAZAR DIST BURDWAN WEST BENGAL 713 148 | PANAGARH BAZAR | BURDWAN | WEST BENGAL | 713148 | H2 | Rejected-Finance Higher rate quoted than H4 | |
| 4 | H3₹49.7 L−₹4.7 L (8.58%)Rejected-Finance | H3 | Rejected-Finance Higher rate quoted than H4 |
| Sl No | Description | Qty | Unit | UNIQUE ENTERPRISE H2 | M/S. MAJUMDER CONSTRUCTION H4 | M/s Tomar Builders H3 | BHARAT CONSTRUCTION H1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soil
Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding. | 14.4 | Cum | 655 ₹9,432 | 654 ₹9,417.6 Lowest | 700 ₹10,080 | 680 ₹9,792 |
| 2.00 | M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in bed concrete for foundation filling & mass concrete complete all as specified and directed. | 1.57 | Cum | 7,200 ₹11,340 | 7,200 ₹11,340 | 5,000 ₹7,875 Lowest | 7,250 ₹11,418.75 |
| 3.00 | M&L for Hardcore using broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified. | 6.41 | Cum | 3,425 ₹21,962.81 | 3,200 ₹20,520 | 3,000 ₹19,237.5 Lowest | 3,500 ₹22,443.75 |
| 4.00 | Removing excavated soil to a distance not exc.50m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and as directed. | 14.4 | Cum | 260 ₹3,744 | 250 ₹3,600 Lowest | 300 ₹4,320 | 290 ₹4,176 |
| 5.00 | M & L brickwork with fly ash old sized bricks, straight or curved on plan exc 6 m mean radius, built in CM 1:6 complete all as specified. | 22.5 | Cum | 8,300 ₹1,86,750 | 8,100 ₹1,82,250 Lowest | 8,500 ₹1,91,250 | 8,400 ₹1,89,000 |
| 6.00 | M & L for rendering 15 mm thick in CM (1:4) on fair faces of brick work or concrete surfaces of wall, surface finished fair and even complete all as specified and directed. | 120 | Sqm | 355 ₹42,600 | 340 ₹40,800 | 300 ₹36,000 Lowest | 380 ₹45,600 |
| 7.00 | Material & labour preparation of newly plastered surfaces of wall & applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed. | 120 | Sqm | 260 ₹31,200 | 215 ₹25,800 | 165 ₹19,800 Lowest | 268 ₹32,160 |
| 8.00 | S & F Roof trusses (framed) of angle iron members trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee,angle,channel or flat sections) including distance pieces, cleats etc complete all as specified. | 600 | Kg | 228 ₹1,36,800 | 222 ₹1,33,200 | 180 ₹1,08,000 Lowest | 235 ₹1,41,000 |
| 9.00 | S & F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment using Fe 410 -W (Gde E- 250) quality A complete all as specified and directed. | 5 | Kg | 228 ₹1,140 | 222 ₹1,110 | 180 ₹900 Lowest | 238 ₹1,190 |
| 10.00 | M& L for preparation of painting of new steel surfaces over 10 cm in width or girth over a coat of primer using red oxide and applying two coats of synthetic enamel paint complete all as specified and directed. | 35 | Sqm | 132 ₹4,620 | 125 ₹4,375 Lowest | 178 ₹6,230 | 138 ₹4,830 |
Tender Value
₹49.9 L
EMD Value
₹99,900
Closing Date
19 Nov 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE PNNAGRAH
GARRISON ENGINEER PANAGARH, MILITARY ENGINEER SERVICES, PO-PANAGARH, DISTT- BURDWAN, STATE-WEST BENGAL PIN-713420
As per BOQ
2025_MES_737702_1
8500-466/E8
Open Tender
Civil Works
Works
180 days
PNNAGRAH
As per tender documents
6 documents required · 6 mandatory
₹500
Yes
GE PANAGARH
₹99,900
30 Jan 2026
30 Oct 2025
20 Nov 2025
30 Oct 2025
19 Nov 2025
13 Nov 2025
Amount
Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soil Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding.
M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in bed concrete for foundation filling & mass concrete complete all as specified and directed.
M&L for Hardcore using broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified.
Removing excavated soil to a distance not exc.50m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and as directed.
M & L brickwork with fly ash old sized bricks, straight or curved on plan exc 6 m mean radius, built in CM 1:6 complete all as specified.
M & L for rendering 15 mm thick in CM (1:4) on fair faces of brick work or concrete surfaces of wall, surface finished fair and even complete all as specified and directed.
Material & labour preparation of newly plastered surfaces of wall & applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed.
S & F Roof trusses (framed) of angle iron members trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee,angle,channel or flat sections) including distance pieces, cleats etc complete all as specified.
S & F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment using Fe 410 -W (Gde E- 250) quality A complete all as specified and directed.
M& L for preparation of painting of new steel surfaces over 10 cm in width or girth over a coat of primer using red oxide and applying two coats of synthetic enamel paint complete all as specified and directed.
M & L for pre-painted hot-dip aluminium-zinc alloy metallic coated of any profile steel sheet corresponding to IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in roof covering fixed with self tapping screws as specified up to any height including all necessary scaffolding and safety measures complete all as specified and directed
M & L for pre-painted hot-dip aluminium-zinc alloy metallic coated plain steel sheet as per IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in ridge/ valley/ gutter fixed with self tapping screws as specified any height Mtr height including all necessary scaffolding and safety measures complete all as specified and directed.
Excavation over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed.
M & L for 100 mm thick Cement concrete type D-2, 1:4:8 (using 40mm graded crushed stone aggregate) as in sub base, sub floors etc complete all as specified and as directed.
M & L for 100 mm thick Cement concrete type C- 2, 1:3:6 (using 40mm graded crushed stone aggregate) as in sub base, sub floors etc complete all as specified and as directed.
M & L for Mild steel TMT bars 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.
M&L 16 mm for Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and incl 20mm thick CM (1:6) screed bed, complete all as specified and as directed.
M&L Machine cut kota stone slab flooring 20-25mm thick over 20mm cement screed base of CM 1:6 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as spd and directed.
S & F rolled mild steel in framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc, complete drilled for fixing of steel sheeting or other covering, door etc to be prepared for sliding with and including either hooks and hinges, also fastening and fixing complete all as specified and directed.
Taking down old unsv earthing with GI plate, GI wire,GI Strip, GI pipe complete all as specified and directed by engr-in-charge.
Material and labour for earthing complete with Galvanised steel earth plate electrode 600x600x6 mm mm buried directly in ground (Earth pit not less than 2.25m below ground level) with top edge of the plate not less than 1.5m below normal ground level, connected to GI wire 4 mm as earth lead by means of bolt, nuts, check nuts and washers of galvanised iron or steel, upto 7.5m length, earth strip protected by and including 15 mm dia GI pipe ( medium grade) and connected to main test point or body of pole/pannel or lightening arrester of main controlling switch as directed including concrete pit in PCC (1:3:6) type C1 , Precast RCC (1:2:4) Type B1 cover slab of size 54x54x5 cm reinforced with 8 mm dia TMT bars @ 100 mm C/C both ways with one handle for lifting made out of 10 mm dia TMT bar embedded in precast cover slab, funnel, wire mesh, 20 mm bore GI Pipe (Medium Grade) for watering, Charcoal and salt in alternate layers of 15 cm (Compacted Thickness) around the earth electrode including necessary excavation, earth work in any type of soil and disposal of spoil to a distance n.exc 50 m and necessary testing complete all as shown in Electrical Plate No 3 of SSR Part-I. NOTE : 1. The unit rare includes for protectionh GI pipe of 15mm and watering pipe of 20mm bore including excavation for earth pit in any type of soil/disintegrate rock. 2. Contractor has to bring agriculture soil from outside of defence land and fill in earth pit to acheive desired result as the soil resisitivity is very high. 3. The cost of GI wire including protection pipe, from top of earth plate upto 7.5 meter above/below ground level is deemed to be included in the unit rate. 4. All the joints in GI wire and connectgion with earth plate to be welded through brazing and in addition by providing double brass nut bolt and washer. 5.Costing of welding and nut bolts are deemed to be included in the unit rate.
Material and labour for earthing complete with Galvanised steel earth plate electrode 600x600x6 mm mm buried directly in ground (Earth pit not less than 2.25m below ground level) with top edge of the plate not less than 1.5m below normal ground level, connected to galvanised iron strip 32 x 6 mm as earth lead by means of bolt, nuts, check nuts and washers of galvanised iron or steel, upto 7.5m length, earth strip protected by and including 40 mm dia GI pipe ( medium grade) and connected to main test point or body of pole/pannel or lightening arrester of main controlling switch as directed including concrete pit in PCC (1:3:6) type C1 , Precast RCC (1:2:4) Type B1 cover slab of size 54x54x5 cm reinforced with 8 mm dia TMT bars @ 100 mm C/C both ways with one handle for lifting made out of 10 mm dia TMT bar embedded in precast cover slab, funnel, wire mesh, 20 mm bore GI Pipe (Medium Grade) for watering, Charcoal and salt in alternate layers of 15 cm (Compacted Thickness) around the earth electrode including necessary excavation, earth work in any type of soil and disposal of spoil to a distance n.exc 50 m and necessary testing complete all as shown in Electrical Plate No 3 of SSR Part-I. NOTE : 1. The unit rare includes for protectionh GI pipe of 40mm and watering pipe of 20mm bore including excavation for earth pit in any type of soil/disintegrate rock. 2. Contractor has to bring agriculture soil from outside of defence land and fill in earth pit to acheive desired result as the soil resisitivity is very high. 3. The cost of GI strip including protection pipe, from top of earth plate upto 7.5 meter above/below ground level is deemed to be included in the unit rate. 4. All the joints in GI strip and connectgion with earth plate to be welded through brazing and in addition by providing double brass nut bolt and washer. 5.Costing of welding and nut bolts are deemed to be included in the unit rate
Material and labour for laying of GI tubing 20 mm bore, medium grade, ISI marked, conforming to IS 1239 (Part-1): 2004 including all fittings conforming to IS 1239 (Part-2): 2011 like elbow, socket, tee, reducer, nipple, short piece, union etc as required at site and laid in trenches incl connecting with existing lines all as directed by Engr-in-charge. Note: Contractor has to submit the test certificate and purchase voucher of pipes before claiming payment.
Material and labour for laying of GI tubing 40 mm bore, medium grade, ISI marked, conforming to IS 1239 (Part-1): 2004 including all fittings conforming to IS 1239 (Part-2): 2011 like elbow, socket, tee, reducer, nipple, short piece, union etc as required at site and laid in trenches incl connecting with existing lines all as directed by Engr-in-charge. Note: Contractor has to submit the test certificate and purchase voucher of pipes before claiming payment.
M&L for earth continuity conductor or main earthing lead fixed to wall or batten as recess and chases or burried on ground or drawn in conduit pipe fixed to poles or any indicated situation for loop earthing as required with 32X6mm GI strips complete all as specified and directed.
Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 4mm dia galvanised iron or steel wire complete all as specified and directed by engr-in-charge.
UNIQUE ENTERPRISE (BID ID -3483233)
M/s Tomar Builders (BID ID -3478034)
M/S. MAJUMDER CONSTRUCTION (BID ID -3483239)
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