Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.9 LAccepted-AOC AADARSH RESIDENCY LANE 06 PAWAR COLONY NEAR PMC SCHOOL VITTHAL NAGAR S NO 15 HADAPSAR PUNE | L1 | Accepted-AOC Bidder quoted L1 rates | |
| 2 | L2₹75.2 L+₹6.8 L (10.00%)Rejected-Finance 1ST FLOOR SR NO 36 1B 6 FLAT NO 101 102 PANDURANG HEIGHTS NAKHATE WASTI RAHATANI PUNE 411017 | PUNE | PUNE | MAHARASHTRA | 411017 | L2 | Rejected-Finance Bidder not quoted L1 rates | |
| 3 | L3₹76.7 L+₹8.3 L (12.1%)Rejected-Finance | L3 | Rejected-Finance Bidder not quoted L1 rates | |
| 4 | L4₹79.5 L+₹11.2 L (16.3%)Rejected-Finance S 15 SACRED WORLD OPP SACRED HEART TOWN WANWADI PUNE 411040 | PUNE | MAHARASHTRA | 411040 | L4 | Rejected-Finance Bidder not quoted L1 rates | |
| 5 | L5₹91.3 L+₹22.9 L (33.5%)Rejected-Finance | L5 | Rejected-Finance Bidder not quoted L1 rates |
| Sl No | Description | Qty | Unit | Aadarsh Bharat Enviro Pvt Ltd L1 | MOHANLAL MATHRANI CONS. PVT. LTD. L5 | Deccan Enterprises L8 | Sunshine Ventures L3 | S G Enterprises L9 | SIDDHIKEE PLUMBING AND DRAIANGE CIVIL CONTRACTOR L2 | YOHAN ENGINEERS AND CONTRCTORS L7 | Ganesh Enterprises L6 | PAVEWAY CONSTRUCTIONS PRIVATE LIMITED L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for repairs to pot holes of any depth not exc. 1 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc. cutting around edges to atleast 25mm in depth, making good by applying tack coat with bituminous primer (grade VG-10) @ 5 kg per XSqm putting in and providing premixed semi dense asphaltic concrete (design mix) not exceeding 30mm thick (consolidated thickness) with 5.0% binder content of bitumen (grade VG-30) by weight of total mix laid with mechanical paver rolled and compacted to required camber and gradient with 8 to 12 tonne power roller complete depth of pot holes not exc. 30mm all as specified and directed by Engr-in-charge.
(NOTE : Quantity of bitumen shall be provided as per design mix approved by GE.) | 9 | PER TEN SQM | 300 ₹2,700 Lowest | 2,006 ₹18,054 | 1,926.3 ₹17,336.7 | 500 ₹4,500 | 2,000 ₹18,000 | 320 ₹2,880 | 2,000 ₹18,000 | 690 ₹6,210 | 300 ₹2,700 Lowest |
| 2.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm, exc 50mm deep but not exc. 100mm deep and removing scarified material to a distance not exc. 50 mtr complete all as specified and directed. | 7 | PER TEN SQM | 15 ₹105 | 51 ₹357 | 262.9 ₹1,840.3 | 20 ₹140 | 250 ₹1,750 | 15 ₹105 | 450 ₹3,150 | 140 ₹980 | 12 ₹84 Lowest |
| 3.00 | M&L for providing and laying 75mm or less thickness (consolidated thickness) premixed bituminous macadam (design mix) with crushed and graded coarse stone aggregate filler (cement) and sand (fine aggregate) mixed with 4% binder content (using paving bitumen VG-30 grade by weight of total mix) mixing bituminous macadam in the hot mix mechanical plant and laid with mechanical paver complete rolled with 8 to 12 tonne power roller to required camber and gradient including tack coat with bituminous primer using paving bitumen VG-10 @ 7.5Kg per 10 Sqm on old surface complete all as specified and as directed.
(NOTE : (i) Mixing of BM shall be carried out in Hot Mix plant and laying, spreading of BM shall be carried out uniformly by using automatic type sensor paver.
(ii) The design mix for BM considering bitumen content as specified shall be carried out from any one of the Institution as specified in particulars specifications & cost thereof shall be deemed to be included in quoted rate.
(iii) The quantity of bitumen shall be provided as per design mix approved by GE
(iv) Contractor shall submit the authenticated weight batch receipt as per load material in site duly marked vehicle No.) | 7 | CUM | 3,400 ₹23,800 | 4,500 ₹31,500 | 8,915.7 ₹62,409.9 | 3,000 ₹21,000 Lowest | 10,450 ₹73,150 | 3,301 ₹23,107 | 3,318 ₹23,226 | 3,690 ₹25,830 | 4,000 ₹28,000 |
| 4.00 | M&L for Preparing existing black top surfaces of road using wire brush for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming / tack coat with bituminous primer of grade VG-10 @ 2.5 Kg per 10 sqm with mechanical sprayer operated by hot pressure mechanism complete and providing and laying bituminous premixed Semi-Dense Asphaltic Concrete (Design Mix) 30 mm thick (consolidated thickness) with 5.0% paving bitumen of grade VG-30, binder content by weight of total mix, rolled and compacted to required gradient & camber using 8 to 12 tonne power roller complete all as specified and directed.
(Note :- (i) Mixing of SDAC shall be carried out in Hot Mix plant and laying, spreading of SDAC shall be carried out uniformly by using automatic type sensor paver.
(ii) Quantity of the Bitumen shall be provided as per design-mix approved by GE.
(iii) Design mix for SDAC considering bitumen content as specified shall be carried out by Contractor from any one of the institution as specified in Particulars Specifications.
(iv) Contractor shall submit the authenticated weight batch receipt as per load material in site duly marked vehicle No.) | 1,718 | PER TEN SQM | 2,000 ₹34,36,000 | 2,206 ₹37,89,908 | 3,456.48 ₹59,38,232.64 | 2,350 ₹40,37,300 | 3,850 ₹66,14,300 | 1,999.5 ₹34,35,141 | 150 ₹2,57,700 Lowest | 1,950 ₹33,50,100 | 2,050 ₹35,21,900 |
| 5.00 | M & L for preparation of new / old road surfaces road and applying Thermoplastic reflective paint for making 2.5mm thick centre lines and edge line, zebra crossing, stop lines, dashes, arrows etc. and road marking of 150mm /100 mm width using "Hot Application" of colour white or golden yellow by indigenous modern propelled road marking machine as directed including all ingredients such as blinder, glass beads pigments such as Titanium dioxide calcium carbonate inter filler, thermoplastic requirement for glass beads shall be conforming to MORTH specification BS 3262-1989 including spraying of glass beads etc all as per manufacturer's instructions complete all as specified and directed. | 800 | SQM | 350 ₹2,80,000 Lowest | 400 ₹3,20,000 | 700 ₹5,60,000 | 354 ₹2,83,200 | 650 ₹5,20,000 | 410 ₹3,28,000 | 510 ₹4,08,000 | 400 ₹3,20,000 | 400 ₹3,20,000 |
| 6.00 | S&F in repairs solar cat eye aluminium alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm with (shank of 65 mm) of high efficiency Mono rystafie solar panel 2.4 V/0.3 watt one NI-ed rechargable battery (1.2 V/1600MA) consisting super bright LED with 10000 to 18000 mcd complete as manufacturer's instruction etc. shell each with 03 LED on each side with compressive strength up to 20 tonnes fixing by epoxy including taking out old unserviceable cat eyes/studs of any description complete all as specified and directed.
(NOTE : (i) Sample / make of solar cat eye shall be got approved from GE by the Contractor before placing bulk order.
(ii) Old unserviceable stud / cat eyes shall be contractor's property as per schedule of credit.) | 327 | EACH | 750 ₹2,45,250 | 1,250 ₹4,08,750 | 2,881.59 ₹9,42,279.93 | 650 ₹2,12,550 Lowest | 3,500 ₹11,44,500 | 905 ₹2,95,935 | 1,750 ₹5,72,250 | 1,300 ₹4,25,100 | 725 ₹2,37,075 |
| 7.00 | Supply and fix in repairs metal tubular delineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50mm dia mild steel pipe of 600 mm height duly powder coated and thermoplastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150mm x 150mm x 300mm) type B1 with and including necessary excavation and earth work and taking out old userviceable delineators of any description complete all as specified and directed. | 322 | EACH | 500 ₹1,61,000 | 750 ₹2,41,500 | 801.48 ₹2,58,076.56 | 720 ₹2,31,840 | 810 ₹2,60,820 | 1,111.1 ₹3,57,774.2 | 1,550 ₹4,99,100 | 700 ₹2,25,400 | 390 ₹1,25,580 Lowest |
| 8.00 | Supply and fix in repairs cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufacturer's instructions including taking out old unserviceable road stud of any description complete all as specified and as directed.
(NOTE : Old unserviceable cat eyes of any description shall be contractor's property as per schedule of credit.) | 500 | EACH | 175 ₹87,500 | 150 ₹75,000 | 367.09 ₹1,83,545 | 200 ₹1,00,000 | 350 ₹1,75,000 | 177 ₹88,500 | 610 ₹3,05,000 | 250 ₹1,25,000 | 120 ₹60,000 Lowest |
| 9.00 | S&F in repairs un-breakable traffic convex mirror of 40 inch dia fixed over and including 50mm bore S304 pipe of length 2000mm incl embedding in PCC 1:2:4 (300mm x 300mm x 450mm) type B-1 including necessary excavation, removal of soil complete all as specified and as directed.
NOTE : The sample and make of Convex mirror are to be approved by GE as per the ground requirement, before procurement by Contractor. | 5 | EACH | 5,000 ₹25,000 | 5,000 ₹25,000 | 8,900 ₹44,500 | 3,000 ₹15,000 Lowest | 9,850 ₹49,250 | 3,002 ₹15,010 | 3,150 ₹15,750 | 4,000 ₹20,000 | 3,250 ₹16,250 |
| 10.00 | Taking down Old unserviceable sign board and S&F retro reflective sign board of size 4' X 3' fixed both sides on stainless steel board made out of aluminium composite panel (ACP) Sheet, 3mm thick fixed on SS-304 series hollow tubular section 38mm dia. The board shall be provided with reflective tape of quality with high intensity chequered type blue colour, letters / symbols shall be written in white colour of approved shape and size. The sign board shall be supported on 2 Nos. Post of 60mm dia stainless steel pipe, 304 series 3mtr long with round moulded design on top duly embedded in ground of size 450mm X 450mm X 600mm in PCC 1:2:4 type B-2 (using 40mm graded stone aggregate) including necessary excavation / earthwork / removal of excavated material from site etc. complete all as specified and directed.
NOTE : The Sample of the Sign Board shall be approved by GE as per ground requirement before procurement by Contractor. | 12 | EACH JOB | 9,500 ₹1,14,000 | 20,000 ₹2,40,000 | 12,000 ₹1,44,000 | 5,000 ₹60,000 Lowest | 9,575 ₹1,14,900 | 5,000 ₹60,000 Lowest | 16,050 ₹1,92,600 | 7,000 ₹84,000 | 14,200 ₹1,70,400 |
Tender Value
₹1.4 Cr
EMD Value
₹2.1 L
Closing Date
5 Dec 2025, 6:00 pmClosed
COMMANDER WORKS ENGINEER PUNE
HEADQUARTERS COMMANDER WORKS ENGINEERS GEN CARIAPPA MARG, PUNE-411 001
85964 REPAIRS TO ROADS, BERMS, ROAD FURNITURE, PATH ETC IN THE AOR OF GE (SOUTH) PUNE
2025_MES_738859_1
85964 CWE PUNE
Open Tender
Civil Works - Roads
Item Rate
90 days
GE (SOUTH) PUNE
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹1,000
GE (SOUTH)
₹2.1 L
Yes
6 Jan 2026
7 Nov 2025
12 Dec 2025
7 Nov 2025
5 Dec 2025
28 Nov 2025
8 Nov 2025 - 13 Nov 2025
Amount
M&L for repairs to pot holes of any depth not exc. 1 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc. cutting around edges to atleast 25mm in depth, making good by applying tack coat with bituminous primer (grade VG-10) @ 5 kg per XSqm putting in and providing premixed semi dense asphaltic concrete (design mix) not exceeding 30mm thick (consolidated thickness) with 5.0% binder content of bitumen (grade VG-30) by weight of total mix laid with mechanical paver rolled and compacted to required camber and gradient with 8 to 12 tonne power roller complete depth of pot holes not exc. 30mm all as specified and directed by Engr-in-charge. (NOTE : Quantity of bitumen shall be provided as per design mix approved by GE.)
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm, exc 50mm deep but not exc. 100mm deep and removing scarified material to a distance not exc. 50 mtr complete all as specified and directed.
M&L for providing and laying 75mm or less thickness (consolidated thickness) premixed bituminous macadam (design mix) with crushed and graded coarse stone aggregate filler (cement) and sand (fine aggregate) mixed with 4% binder content (using paving bitumen VG-30 grade by weight of total mix) mixing bituminous macadam in the hot mix mechanical plant and laid with mechanical paver complete rolled with 8 to 12 tonne power roller to required camber and gradient including tack coat with bituminous primer using paving bitumen VG-10 @ 7.5Kg per 10 Sqm on old surface complete all as specified and as directed. (NOTE : (i) Mixing of BM shall be carried out in Hot Mix plant and laying, spreading of BM shall be carried out uniformly by using automatic type sensor paver. (ii) The design mix for BM considering bitumen content as specified shall be carried out from any one of the Institution as specified in particulars specifications & cost thereof shall be deemed to be included in quoted rate. (iii) The quantity of bitumen shall be provided as per design mix approved by GE (iv) Contractor shall submit the authenticated weight batch receipt as per load material in site duly marked vehicle No.)
M&L for Preparing existing black top surfaces of road using wire brush for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming / tack coat with bituminous primer of grade VG-10 @ 2.5 Kg per 10 sqm with mechanical sprayer operated by hot pressure mechanism complete and providing and laying bituminous premixed Semi-Dense Asphaltic Concrete (Design Mix) 30 mm thick (consolidated thickness) with 5.0% paving bitumen of grade VG-30, binder content by weight of total mix, rolled and compacted to required gradient & camber using 8 to 12 tonne power roller complete all as specified and directed. (Note :- (i) Mixing of SDAC shall be carried out in Hot Mix plant and laying, spreading of SDAC shall be carried out uniformly by using automatic type sensor paver. (ii) Quantity of the Bitumen shall be provided as per design-mix approved by GE. (iii) Design mix for SDAC considering bitumen content as specified shall be carried out by Contractor from any one of the institution as specified in Particulars Specifications. (iv) Contractor shall submit the authenticated weight batch receipt as per load material in site duly marked vehicle No.)
M & L for preparation of new / old road surfaces road and applying Thermoplastic reflective paint for making 2.5mm thick centre lines and edge line, zebra crossing, stop lines, dashes, arrows etc. and road marking of 150mm /100 mm width using "Hot Application" of colour white or golden yellow by indigenous modern propelled road marking machine as directed including all ingredients such as blinder, glass beads pigments such as Titanium dioxide calcium carbonate inter filler, thermoplastic requirement for glass beads shall be conforming to MORTH specification BS 3262-1989 including spraying of glass beads etc all as per manufacturer's instructions complete all as specified and directed.
S&F in repairs solar cat eye aluminium alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm with (shank of 65 mm) of high efficiency Mono rystafie solar panel 2.4 V/0.3 watt one NI-ed rechargable battery (1.2 V/1600MA) consisting super bright LED with 10000 to 18000 mcd complete as manufacturer's instruction etc. shell each with 03 LED on each side with compressive strength up to 20 tonnes fixing by epoxy including taking out old unserviceable cat eyes/studs of any description complete all as specified and directed. (NOTE : (i) Sample / make of solar cat eye shall be got approved from GE by the Contractor before placing bulk order. (ii) Old unserviceable stud / cat eyes shall be contractor's property as per schedule of credit.)
Supply and fix in repairs metal tubular delineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50mm dia mild steel pipe of 600 mm height duly powder coated and thermoplastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150mm x 150mm x 300mm) type B1 with and including necessary excavation and earth work and taking out old userviceable delineators of any description complete all as specified and directed.
Supply and fix in repairs cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufacturer's instructions including taking out old unserviceable road stud of any description complete all as specified and as directed. (NOTE : Old unserviceable cat eyes of any description shall be contractor's property as per schedule of credit.)
S&F in repairs un-breakable traffic convex mirror of 40 inch dia fixed over and including 50mm bore S304 pipe of length 2000mm incl embedding in PCC 1:2:4 (300mm x 300mm x 450mm) type B-1 including necessary excavation, removal of soil complete all as specified and as directed. NOTE : The sample and make of Convex mirror are to be approved by GE as per the ground requirement, before procurement by Contractor.
Taking down Old unserviceable sign board and S&F retro reflective sign board of size 4' X 3' fixed both sides on stainless steel board made out of aluminium composite panel (ACP) Sheet, 3mm thick fixed on SS-304 series hollow tubular section 38mm dia. The board shall be provided with reflective tape of quality with high intensity chequered type blue colour, letters / symbols shall be written in white colour of approved shape and size. The sign board shall be supported on 2 Nos. Post of 60mm dia stainless steel pipe, 304 series 3mtr long with round moulded design on top duly embedded in ground of size 450mm X 450mm X 600mm in PCC 1:2:4 type B-2 (using 40mm graded stone aggregate) including necessary excavation / earthwork / removal of excavated material from site etc. complete all as specified and directed. NOTE : The Sample of the Sign Board shall be approved by GE as per ground requirement before procurement by Contractor.
Dismantling stone slab/tiles of any description or thickness, laid, bedded & pointed in cement mortor in floors, hard standing, Apron etc complete all as specified and directed.
Demolition of cement concrete in ground floors and paving not exc 15cm thick (below or above ground level) un-reinforced complete all as specified and directed.
M&L for 75mm thick PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in sub base / floorings complete all as specified and directed.
M&L for Providing and laying 60mm thick factory made (ISI Marked) chamfered edge cement concrete interlocking 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 crushed stone sand, compacting and proper embedding/ laying of inter locking paver blocks into the crushed stone sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with crushed stone sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including taking out old unserviceable interlocking paver blocks of any description etc. complete all specified as directed. NOTE : Colour / Design & Pattern of interlocking Paver bocks shall be approved by GE in consultation with users. Contractor shall get sample approved from GE prior placing bulk order.
M&L for at or near ground level ISI marked factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 crushed stone sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed. NOTE : Sample / make of kerb stone shall be got approved from GE by the Contractor before placing bulk order.
M&L for preparing of old/ new surfaces of stone / kerb stone / concrete or plastered surface of any description over 10cm girth or width, not otherwise described and applying two coats of synthetic enemel emulsion over and including a coat of primer complete all as specified and as directed.
M&L for PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in cement concrete of roof kerbs or mud stops and similar locations rounded or chamfered on edges including necessary formwork if required complete all as specified and directed.
Supply and fixing in repair "LED Kerbstone” with LED lighting system as per specification – load bearing capacity 2200 kgs (with test report of government approved lab) length 500mm , height 240mm, width – 150mm, curb angle 45 degree, foundation height – 40mm, foundation legs – 4, foundation stand with 20mm embded in cement concrete 1:2:4 type B-1, foundation nut and bolt – 4 nos (8mm x 60mm), led strip length 465 mm, operating voltage- 36 volts, number of LED in each LED strip – 22 nos, LED strip wattage–2.32 watt per kerb stone, IP-68 waterproof and shockproof kerbstone, LED strip and connectors with heat shrinkable waterproof sleeve, LED strip and connectors–IP 68, IP-68 waterproof connectors for each kerb stone- 1 nos, jacketed connector wire with copper cable of 1.5 Sqmm 2 core, fiber box with 02 pole 10 Amp MCB for power supply of 36 volts colour – white , blue, yellow, orange, red, green or as per requirement and as per IRC including embedded 50 mm in and converted at bottom with PCC (1:2:4) type B-2 finished neatly and setting the same in CM 1:2 including necessary required excavation and earth work in any type of strata and and redoing the existing surface in its original shape etc all as specified and directed. NOTE -: Quoted rate is deemed to be included for all necessary electrical connection from nereby street light / pole and 01 year guarantee from manufacturer.
S&F in repairs rubber speed breaker made from heavy tough rubber and polyethylene with high resistance wear and tear property, best suitable height 3" for speed restriction UV stabilized colour in black and yellow combination, high reflective mark showing arrows in white, marked on both sides of yellow and black pieces of size 500mm X 400mm X 75mm having four holes with minimum four steel zink plated 12mm X 120mm nails per piece. The breaker shall be fixed with epoxy and hardner and bolt grouted in road surfaces using epoxy and hardner as required. Empty speed breaker to be filled with rich epoxy and hardener as required complete all as specified and directed.
M & L for PCC 1:2:4 type B-0 (using 12.5mm graded stone aggregate) as in kerb stone size 300mm x 450mm x 100mm / 300mm x 1000mm x 100mm grey colour with rubber moulded and like including weathering, slightly rounded or chamfered angles and throating and fixing in ground and filled with PCC 1:2:4 type B1 complete all as specified and directed. NOTE : PCC Kerb stone shall be measured and paid seperately
Removing building material exc. upto 5 KM total distance including loading, unloading and stacking at the destination complete all as specified and directed.
S&F PVC (SWR) pipes, single socketed in any length with rubber ring joints, laid in trenches or in floor of 110mm bore including demolition of existing surface of any description to required width and depth (Min 250mm X 250mm) and providing PCC 1:3:6 bedding, packing unde haunching and removal of debris outside of the MD land complete all as specified and directed.
M&L for precast coloured, chequered cement concrete tiles, glossy finish of size 305 x 305mm x 25mm thick, conforming to IS-1237 (2006) set jointed and pointed in neat cement slurry in floor laid over and including 20mm thick screed bed in CM (1:6) including demolition of existing PCC and removal of debris outside of MD land complete all as specified and directed.
M&L for Forming Construction joint 30mm deep x 10mm wide filled with sealing compound Grade A including scrapping and cleaning of the existing surface with wire brush complete all as specified and directed.
M&L for providing a series of rumbles 15cm wide and 10mm thick (5 layers of 2mm thick each) on bitumen/concrete road made of asphaltic thermo bituminous road marking paint (any colour) confirming to BS-3262-1989 including necessary preparation of existing surface complete all as specified and as directed.
S&F in repairs spring post / refractive barriers / reboundable delinator of 750mm height complete all as specified and directed.
M&L for removal of complete treatment and preparing old surfaces of Kerb Stone and applying one coat of synthetic enamel paint over and including a coat of primer complete all as specified and directed.
SIDDHIKEE PLUMBING AND DRAIANGE CIVIL CONTRACTOR (BID ID -3490451)
Sunshine Ventures (BID ID -3490207)
PAVEWAY CONSTRUCTIONS PRIVATE LIMITED (BID ID -3489823)
MOHANLAL MATHRANI CONS. PVT. LTD. (BID ID -3487667)
Ganesh Enterprises (BID ID -3488349)
YOHAN ENGINEERS AND CONTRCTORS (BID ID -3487917)
Deccan Enterprises (BID ID -3490165)
S G Enterprises (BID ID -3490327)
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.67 MB
BOQ_827315.xls
BOQ • 0.41 MB
85964TenderDocs.pdf
Tender Documents • 1.17 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .