Tender For Provn Of Approach Road From Main Road To Fma (S) At Jasai Military Station Under Ge(A) Barmer
Tender Value
72.54 Lakhs
Estimated cost
Bid Submission
05 Dec 2026
23 days left
EMD
1.34 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Barmer → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Approach Road From Main Road To Fma (S) At Jasai Military Station Under Ge(A) Barmer
BOQ
| Sl. No. | Item Description |
| 1 | Excavation over areas, n exc 1.5 m deep and getting out in any type of soil complete all as specified and directed. |
| 2 | Surface Excavation n.exc 30 cm deep and averaging 15cm deep and getting out any type of soil complete all as specified and directed. |
| 3 | Removing excavated material (any type of soil) to a distance n. exc 50 mtrs & depositing where directed at a level not exceeding 1.50 metre above the starting point |
| 4 | Rolling and consolidating to required gradient and camber of formation surface (cutting or filling ) of roads with 8 to 12 tonne power roller including filling in depressions which occur during rolling complete. |
| 5 | M&L 150 mm thick (compacted thickness) granular sub base course (GSB) grading as per Grade I as specified table 400-1 of Morth specifications for Road and Bridges works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel , crushed stone, crushed slag or combination thereof as per the grading required the material are mechanical ly mixed , spread and leveling on the subgrade by using motor grader of adequate capacity , and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the maximum dry density. Consolidation to required gradient and camber with finished surface tolerances as per Table 900-1 of Morth Specifications for Road and Bridge Works,2013 complete all as specified and as directed |
| 6 | M & L laying 150 mm thick (compacted thickness) WMM laid in two layer of 75 mm each Confirming to grading given in table 400-13 of morth specification for road and bridge work 2013 manufactured in WMM plant material comprising of clean crushed graded aggrigate and grainular materials premixed with water to dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required and directed. The finished surface tollerence to be as per table 900-1MORT&H specificationfor road and bridge work 2013 completer all as specified and as directed. |
| 7 | M&L for preperation of unsurfaced waterbound macadam surfaces of any type by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bagto remove all loose dirt etc and Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0. 7-1 kg/sqm on surface of WMMIVVBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed. |
| 8 | M&L for 50mm thick premix bitumen macadam (BM) for grading 2 as given in Table 500-10 on page No 177 of MORTH with 4.50 % binder content (VG-40) by weight of total mix with rock dust filler 2% as per design mix using mechanical paver with string sensor with marshal stability 9.0 KN at 60 degree C, laid to required gradient and camber complete all as specified and as directed. |
| 9 | M&L for Preparation of existing black top surfaces of any type by brushing with wire brushes for removing cake mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to removed all loose dirty etc.Applying evenly a tack coat of cationic butumen emulsion (RS-1) confirming to IS: 8887 at a rate of application of 5kg/10sqm fo bituminous surface as specified in table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of esisting surface as specified and directed. |
| 10 | M&L for 40mm consolidated / compacted Bituminous premix semi dense asphaltic concrete, thickness using hot mix plant and machanical paver with 5.5% binder content (paving bitumen VG -40 grade) by weight of total mix, rolled and compacted using 8 to 10 tonne power road roller to required camber and gradient complete all as specified and as directed |
| 11 | M&L Providing and laying at or near ground level 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 coarse 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. |
| 12 | M&L for filling of 100mm thick road side berms with moorum/red bajri spread,levelled and rolled including watering and consolidated to required gradient & camber all as specified and as directed. |
| 13 | M&L for preparation of new concrete surface exceeding 10 cm in girth and applying two coat of synthatic enamel paint over one coat of primer on kerb stone (Road side cement concrete kerb stone in ZABRA Pattern) complete all as specified and directed. |
| 14 | Supply and fixing 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 incl MS stud of suitable size as per manufactures instructions. |
| 15 | Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed chargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per nufactures instructions etc. all as specified and directed |
| 16 | S&F in repair metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic 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 (150x150x300mm) type B1 complete all as specified and directed.Make:- Dark eye/ Road Star/ 3M/ SNI/ ace polymers, fire equipment engineers, dish steel fab or equivalent makes as per Appx 'C' and as approved by GE. |
| 17 | S&F in repair smart solar tubular dealineator of 1mtr height, modal No DA-112 dark eye or equivalent in road star/SNI/ACE/POLYMERS/Fire equipment engineers/dish steel fab as per Appx 'C' or as approved by GE, of material polycarbonate ABS and battery 1.2 V including embedding in PCC 1:2:4 (150x150x300mm) type B-1 complete all as specified and directed. |
| 18 | M&L in repair for identification sign/cautionary mandatory and information sign board area exc 0.60 Sqm and n exc 1.20 Sqm with thickness not less than 3.0mm aluminium composite panel covered by encapsulated lens type retro reflective sheet (grade 3M type II diamond grade of make 3M/dark eye/SNI ) on both side with green base, including writing of necessary letter/symbols of reflective type fixed on and including stainless steel frame of size 25mmx25mm and hang on 50mm dia stainless steel pipe(fabrication work from SS-304 material) of height 2.4 mtr from ground level to top and post embeded in ground with PCC 1:3:6 TYPE C-2 using 40mm graded aggregate of size 45x45x45cm including necessary excavation and earth work and making plateform of size 150x45x30cm with PCC 1:2:4 using 20mm graded aggregate including necessary formwork and covering all exposed surfacess with black colour glazed ceramic tile (joint less) of size (600x300x7mm) / (450x300x7mm thick over and including 10mm thick backing coat in cement mortar(1:4) set and jointed in neat cement slurry and pointed to match the tiles complete. Note:- The specifaction of board is held with GE(A) Barmer as sketch. The letters and symbols etc on both side shall be as per site requirement of user and as approved by GE. The size and font of wording/ arrow/ symbols as per direction of Engineer In-Charge. |
| 19 | M&L for preparing bituminous surface of road and marking 2.00 mm thick centre lines, stop lines, dashes, arrows etc and the like n exc 15 cm wide on roads pavements with hot applied thermo plastic road marking paint with glass beeds of approved colour conforming to BS 3262 -1989 with 20% glass beads (intermixed) spread and laid by automatic mechanical machine engine at approx temperature 160 degree celcium withspecial applicator machine all as per manufacturer's instrucrtions complete all as specified and directed. |
| 20 | M&L for 100 mm thick cement concrete type D-2, 1:4:8 (40mm graded crushed stone aggregate) finishing cement concrete surface even and smooth without using extra cement complete all as specified and directed. |
| 21 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, 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 coarse 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 fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete |
| 22 | S & F Steel tubular swaged poles, 9 meters long complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-31 inclusive of one primer coat of red oxide zinc chrome primer and two coats of aluminium paint including preparation of surfaces and writing Pole No complete all as specified and directed by Engr-in-Charge.Note : (i) Design/Drawing/BOM of pole is to be obtained from the Maufacturer/Authorised supplier and the same is to be got approved from Engr-in-Charge prior to making order to the Manufacturer/Supplier.(ii) Earth work and PCC shall be measured & paid separately. |
| 23 | Supply,fix and test LED Street light fitting of capacity 60 Watts, with min 6000 Lumens output IP-66 protection, IK 07 including driver unit suitable for working voltage 140-270 V AC, 50 Hz, pressure die-cast aluminium housing with all accessories including GI pipe bracket made out of 40mm dia light grade pipe of length 1.2 Mtrs, bend to shape 120-130 degree and MS Clamps made out of 25x3mm flat iron 2 Nos including nut and bolts for fixing the bracket on the pole including one coat of red oxide primer and two coat of aluminium paint and connecting up complete all as specified and directed by Engr-in-Charge. |
| 24 | S&F loop in- loop out fuse junction box of internal dimension 200x140x95mm made out of FRP sheet with weather proof canopy and locking screw fitted with and incl 6 Amps MCB SP - 1 Nos, 20 Amps rated 4 Way connectors for 3 phase and neutral incoming/out going, mounted in the box, fixing on steel tubular/Rail poles including necessary aluminium clamps, suitable glands, lugs and GI nut and bolts complete all as specified and directed by Engr-in-Charge. |
| 25 | Supply, laying, connecting and testing of PVC insulated flexible multicore round copper conductor cable of size 3 core 1.5 Sqmm including necessary end connector fixed along with pole structure etc with all fixing & connecting accessories complete all as specified and directed by Engr-in-Charge. Please Enable Macros to View BoQ information |
| 26 | Supply, laying, connecting and testing of PVC insulated flexible multicore round copper conductor cable of size 3 core 1.5 Sqmm including necessary end connector fixed along with pole structure etc with all fixing & connecting accessories complete all as specified and directed by Engr-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedDec 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 23 daysDec 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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