Tender For Special Repair To Internal Road/Path At Different Places (Bso And E/M Yard, Ksp, Bahadur Chowk, Amul Chowk, Range Corner, Solid Waste Management And 11 Maratha Li Sfr) At Gandhinagar Military Station
Tender Value
Ref. Documents
Estimated cost
Bid Submission
03 Aug 2026
23 days left
EMD
2.10 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
Gandhinagar → Gujarat
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair To Internal Road/Path At Different Places (Bso And E/M Yard, Ksp, Bahadur Chowk, Amul Chowk, Range Corner, Solid Waste Management And 11 Maratha Li Sfr) At Gandhinagar Military Station
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: CWE (A) AHMEDABAD NAME OF WORK : SPECIAL REPAIR TO INTERNAL ROAD/PATH AT DIFFERENT PLACES (BSO AND E/M YARD, KSP, BAHADUR CHOWK, AMUL CHOWK, RANGE CORNER, SWM AND 11 MARATHA LI SFR) AT GANDHINAGAR MILITARY STATION Contract No: CWE (A)/GNR/ OF 2026-2027 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # SL NO ITEM DESCRIPTION Item Code / Make QTY UNITS Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Material and labour for Scarifying or picking gravelled,macadam or bitumious macadam are not exc. 400mm and n exc 50 mm and removing n exc 50 mtr and stacking complete all as specified and as directed. |
| 3 | Material and labour for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 Sqm and depth exceeding 50mm and not exceeding 100mm and removing n exc 50 metres and stacking complete all as specified and as directed. |
| 4 | Material and labour for Laying and compacting 75mm thick (compacted thickness) wet mix macadam (WMM) grading as per Table 400-13 of MoRTH specifications for road and Bridge works, 2013 manufactured in WMM plant, material comprising of clean, crushed graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and as directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and directed. |
| 5 | Material and labour for Laying and compacting 150mm thick (compacted thickness) wet mix macadam (WMM) laid in two layers of 75mm each, grading as per Table 400-13 of MoRTH specifications for road and Bridge works, 2013 manufactured in WMM plant, material comprising of clean, crushed graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and as directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and directed. |
| 6 | Material and labour for preparing unsurfaced wet mix macadam surfaces by brushing with wire brushes for removing caked mud existing grass on road etc sweeping with brooms and finally fanning the cleaning surfaces with air compressor to remove all loose dust and applying a priming/tack coat with bituminous primer (VG-10) applied at rhe rate of 7.5 Kg per 10 Sqm heated on requisite temperature by using mechanical sprayer complete all as specified and as directed. |
| 7 | Material and labour for laying premix bituminous macadam (consolidated thickness 75mm or less) using graded crushed stone aggregate, grading 2 with nominal aggregate size 19mm, mixed with paving bitumen of grade VG-30 mixed at the rate of 4% by weight of total mix,rolled and compacted with 8 to 12 tonne power roller to required gradient and camber complete all as specified and directed .( Note-Mix will be prepared in Mix Plant of suitable capacity) |
| 8 | Material and labour for preparing black top surfaces by brushing with wire brushes for removing caked mud, exiating grass on road etc sweeping with brooms and finally fanning the cleaning surface with air compressor to remove all loose dust complete all as specified and as directed. |
| 9 | Material and labour for applying priming/tack coat with bituminous primer (VG-10) applied at the rate of 2.5 Kg per 10 Sqm heated on requisite temperature by using mechanical sprayer complete all as specified and as directed. |
| 10 | Material and labour for laying of bituminous premixed Semi-dense asphaltic concrete 30mm consolidated thickness with coarse aggregate of grading 1 as per MORTH specification in single layer using paving bitumen of grade VG-30 mixed at the rate of 5.50% by weight of total mix as per design mix including supply and mixing of filler (OPC Cement) laid, rolled and compacted to required gradient and camber using full width mechanical sensor paver with string sensor and compacted with 8 to 12 tonne power vibratory road roller complete all as specified and as directed. |
| 11 | Material and labour for hot applied thermoplasatic road marking paint inclusive type-I reflectorising glass beads as per table 800-3,800-4 of MORT&H applied in uniform thickness of at least 2.0mm and spread uniformly with reflectorising glass beads type-II @250gms per sqm with a road marking machine as per IRC-35, with traffic diversion arrangements if required complete as per MORTH specification clause 803.4 complete all as specified and as directed |
| 12 | Demolition of cement concrete (un-reinforced) in ground floor and paving not exc 15 cm thickness (below or above ground level) and removal of rubbish material complete all as directed by Engineer-in-Charge and all as specified. |
| 13 | Material and labour for cement concrete work in pavement/ hard standing of flexural strength 40 Kg/Square centimetre in field using 400 Kg of cement per cubic metre thickness of concrete 25 cm or more as in path/Hardstanding & alternate panel including power floater concrete machine vibrater with sealing compound etc. including necessary form work complete all as specified and directed by Engr-in-Charge. Note: Cement concrete shall be laid to both sides slope in bays not exceeding 3 metre in length and joints shall be provided along the length and bays and same shall be filled with sealing compound grade B shall be measured and paid separately under respective items. |
| 14 | Material and labour for forming 12 mm width expansion joints in concrete slab for full depth of PQC. Early entry saw and subsequent cutting by using diamond bit cutter of approprite size, straight and smooth edges. Joint cleaned throughly with application of compressed air. Joint shall be made dry, vaccum cleaned and free dirt, oil, vegetation and other debries and filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade a conform to design complete all as specified. |
| 15 | Material and labour for Forming construction joint 30 mm deep X 10 mm wide, early entry saw and subsequent cutting by using diamond bit cutter of approprite size, straight and smooth edges. Joint cleaned throughly with application of compressed air. Joint shall be made dry, vaccum cleaned and free dirt, oil, vegetation and other debries and filled with sealing compound Grade 'A' conform to design complete all as specified. |
| 16 | Material and labour for Forming construction (Dummy) joint 30 mm deep X 10 mm wide, early entry saw and subsequent cutting by using diamond bit cutter of approprite size, straight and smooth edges. Joint cleaned throughly with application of compressed air. Joint shall be made dry, vaccum cleaned and free dirt, oil, vegetation and other debries and filled with sealing compound Grade 'A' conform to design complete all as specified. |
| 17 | Material and labour for 100 mm thick PCC 1:4:8 type D-2 using 40 mm graded aggregate as in sub base complete all as specified and directed by Engr-in-Charge. |
| 18 | Dismantling stone slabs and tiles , paver blocks of any description or thickness in floors, aprons, path etc laid dry or laid dry and pointed complete all as specified and directed. |
| 19 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 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 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 complete all as specified. |
| 20 | 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 joint except at sharp curve shall not more than 5 mm) including making drainage complete all as specified and as directed. |
| 21 | Demolition of brick/stone masonry or PCC coping built in cemen/lime mortar of any mix including all quions pillar ashlars masonry and removal complete all as specified and directed. |
| 22 | Material and labour brick work sub class 'B' bricks (Old Size Bricks) straight or curved on plan exc 6 mtr mean radius built in cement mortar 1:6 complete all as specified and directed. |
| 23 | Material and labour for PCC 1:2:4 type B1 (using 20mm graded stone agg) as in lintels upto 1.5 m clean span, cills, steps, seisimic and other similar bands, plinth courses, string courses, lacing courses, drain channels, coping, parapets copings, water troughs and the like including weathering, slightly rounded for chamfered angles and throating as directed. |
| 24 | Material and labour for rendering 15mm thick in cement mortar 1:4 on fair faces of brick masonry or concrete surafces of walls, finished even & smooth without using extra cement complete all as specified. |
| 25 | Material and labour for applying two or more coats of 100% premium acrylic emulision 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. |
| 26 | Supply and fix in repair 110 mm bore PVC (SWR) pipes, single socketd in any length with subber ring joints, laid in trenches or in floors complete all as specified and directed. |
| 27 | Dismantling of old unserviceable/damaged road furniture items like cat eye, solar cat eye and delineatore etc of any description complete all as specified and directed. |
| 28 | 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 Number DA 972.0 fixed with and including mild steel stud of suitable size as per manufactures instructions complete all as specified and as directed. |
| 29 | Supply and fix solar cat eye alluminum 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 2.4 V/ 0.3 watt one NI-ed rechargeable battery (1.2 V/ 1600 MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions complete all as specified and as directed. |
| 30 | Supply and fixing metal tubular delineator made out of ABS round body fitted with 2 Nos 65mm dia highly reflective reflectors made out of PMMA and mounted on 45mm/ 50 mm dia mild steel pipe of 600mm height duly powder coated and thermo plastic polyster elastomer 3 bands of Green, red and yellow reflector radium tape of 25mm wide strips with anti theft steel net for reflector protection including embeding in PCC 1:2:4 (150mm x 150mm x 300mm) type B1 complete all as specified and as directed. Total in Figures 0.0 0.0 INR Zero Only Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 23 daysAug 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 31 daysTender Documents
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