SPL REPAIR TO INTERNAL ROAD (AGAINST JOB NO. 81 SA/BTD/SR (RD)-07/2024-25) UNDER GE(N) BATHINDA AT BATHINDA MIL STN

Amount

Material and labour for Repairs to pot holes any depth not exceeding 1.00 Sqm each including sweeping free from dust and mud or water, scouring sunken surfacesin roads, path etc cutting edges at least 25 mm depth and making good by applying tack coat with bitumen VG- 10 @ 5 kg / X Sqm, putting in premix bituminous macadam using paving bitumen of grade VG-30 well rammed and sealed with binder @ 9.80 kg mixed with 0.09 cum of stone chippings 6.3 mm size per 10 Sqm and again well rammed including supply of premixed macadam, binder and chipings, depth of pot holes exceeding 30mm thick, complete all as specified and directed by Engineer-in- charge.. Note as per MORTH Specification: (i) Loose material and standing water shall be brushed from the area to be repaired. (ii) Potholes shall be cut to vertical sides and deepened to reach sound material . (iii) Fill the patch with the granular mix in layers of about 75mm at a time. Each layer shall be compacted with hand rammers or with small vibratory compactors. The patch shall be compacted to the correct shape. (iv)100% quantity of Pot holes shall be marked and checked by Engineer-in-charge before commencement of work and shall also be entered in MB with reference to permanent objects before starting carpeting work. (v) Rate quoted by contractor shall deemed to be including of supply of premixed macadam binder and chippings

Material and labour for preparing black top surface by brushing with wire brush for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with air pressure through air jet using air compressor to remove all the loose dirt etc. including removing the mud etc. to a distance minimum 1.5 mtrs from edge of road and applying evenly a tack coat of bituminous primer using paving bitumen (VG-10) @ 5Kg per 10 sqm of road surface by sprayer operated hot pressure mechanism including Supplying and laying Premix Bituminous concrete 30mm consolidated thickness with 5.5% binder (paving bitumen of grade VG-30) content by weight of total mix and crushed aggregates of grading 2 with mixing of agrgregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work site by tippers and laying with hyrdostatic sensor paver finisher and as per approved mix and rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 507 MORTH (5th Rev) specification and as specified and directed. NOTES : 1. The contractor shall quotes the rate against Item considering 5.5% VG-30 bitumen content. Job Mix Formula as per CIause. No. 505.3.3 of MORTH (5th Rev) for BC shall be worked out from Govt Lab / Govt Engineering Collage / CTL for obtaining Optimum Binder Content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the Accepting officer for approval. Any variation in binder content on minus side shall be adjusted @ Rs 50/per kg of binder and no adjustment shall be made on plus side. 2. Cost of filler i.e. cement (Ordinary portland cement/OPC) is deemed to be included in quoted unit rate. 3. After spreading of mix as per clause 507.4.7 entire surface during the operation shall be rolled with road roller 8-10 tonne (smooth wheeled) followed with vibratory road roller of 8-10 tonne static weight, followed by finished rolling with 6 to 8 tonne smooth wheel tendom roller as per Clause Nos. 507.4.8 and cost of the same is deemed to be included in quoted unit rate. 4. Contractor shall intimate the planned date of incorporation of mix in advance to GE. Premix will be approved in writing by Rep of Accepting Officer at plant site before incorporation of the same in the work

Material and Labour for providing and laying Premix Bituminous macadam of consolidated thickness not exceeding 75mm, using paving bitumen binder of grade VG-30 @ and binder content of 3.4 % by weight of total mix with mixing of aggregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work site by tippers and laying with hydrostatic sensor paver finisher (Paver shall not be compulsory in case of patch work using B.M.) and as per approved mix and rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 504 MoRTH (5th Rev) specification and as specified and directed by Engineer-in-charge.. NOTES : 1. The contractor shall quote the rate against Item considering 3.4% VG-30 bitumen content. Job Mix Formula as per CI. No. 505.3.3 of MORTH (5th Rev) for BM shall be worked out from Govt Lab / Govt Engineering Collage / CTL for obtaining optimum binder content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the Accepting officer for approval. Any variation in binder content on minus side shall be adjusted @ 50/ per kg of binder and no adjustment shall be made on plus side. 2. The BM shall be covered with top layer / wearing course within in a maximum of 48 hours. If there is to be any delay, by the contractor the course shall be covered by seal coat to the requirement of Clause 512 of MORTH (5th Rev) before opening to the traffic. The seal coat in such cases shall be considered incidental to the work and shall not be paid for separately. 3. Contractor shall intimate the planned date of incorporation of mix in advance to GE. Premix will be approved in writing by Rep of Accepting Officer at plant site before incorporation of the same in the work

Material and labour for 100 mm thick (compacted thickness) WBM, with coarse aggregates of Granite, trap or basalt of grading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size), spread, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller,complete all as specified and as directed by Engineer-in-charge.

Material and labour for Preparing surfaces of water bound macadam surfaces by brushing with wire brushes 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 using paving bitumen (VG-10) @ 10 kg per 10 sq metre and Supplying and laying Premix Bituminous concrete 40mm consolidated thickness with 5.5% binder (paving bitumen of grade VG-30) content by weight of total mix and crushed aggregates of grading 2 with mixing of agrgregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work site by tippers and laying with hyrdostatic sensor paver finisher and as per approved mix and rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 507 MORTH (5th Rev) specification and as specified and directed. NOTES : 1. The contractor shall quotes the rate against Item considering 5.5% VG-30 bitumen content. Job Mix Formula as per CIause. No. 505.3.3 of MORTH (5th Rev) for BC shall be worked out from Govt Lab / Govt Engineering Collage / CTL for obtaining Optimum Binder Content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the accepting officer for approval. Any variation in binder content on minus side shall be adjusted @ Rs 50/per kg of binder and no adjustment shall be made on plus side. 2. Cost of filler i.e. cement (Ordinary portland cement/OPC) is deemed to be included in quoted unit rate. 3. After spreading of mix as per clause 507.4.7 entire surface during the operation shall be rolled with road roller 8-10 tonne (smooth wheeled) followed with vibratory road roller of 8-10 tonne static weight, followed by finished rolling with 6 to 8 tonne smooth wheel tendom roller as per Clause Nos. 507.4.8 and cost of the same is deemed to be included in quoted unit rate. 3. Contractor shall intimate the planned date of incorporation of mix in advance to GE. Premix will be approved in writing by Rep of Accepting Officer at plant site before incorporation of the same in the work

Material and labour for 2.5mm thick road marking thermo plastic reflective paint to be carried out mechanically with hot application of material (painting material @ 5 Kg /Sqm ) and glass beads @ 250 gm / Sqm confirming to CI No. 803.4 of MoRTH in strips of 100mm / 150 mm width on road surfaces complete all as specified and directed by Engineer-in-Charge.

Removal of existing road marking paint and Material and labour for 2.5mm thick road marking thermo plastic reflective paint to be carried out mechanically with hot application of material (painting material @ 5 Kg /Sqm ) and glass beads @ 250 gm / Sqm confirming to CI No. 803.4 of MoRTH in strips of 100mm / 150 mm width on old surfaces or previously treated road surfaces complete all as specified and directed by Engineer-in-Charge.

Supply & Fixing in replacement two way (dual direction) reflective road studs (Cat eye) of ABS body of dimensions 100mm x 100mm x 18.5 mm with red / yellow /amber reflective panels and fixing the same on road surface by applying approximately 100 gm Epoxy mixture and placing the cat eye without applying excessive pressure and additional fixed with 8 mm dia and 120 mm long zinc plated steel nail at the centre of cat eye complete all as specified and directed.

Supply and fixing in repair solar road stud having 3 LED as approved by GE of colour Red/Yellow to a side (total 6 Nos) housed in a tough pressure die casted aluminium alloy of size 125mm x 125mm or 120mm x 130mm with built in stem of suitable length for fixing with epoxy, LEDs solar cells battery & light sensor well protected inside under tough unbreakable polycarbonate transparent sheet top system, workable for 2-3 days (night) after full charge in 8 to 10 Hrs. complete all as specified and as directed by Engineer -in-charge.

Supply and fixing Dual direction delineator on powder coated mild Steel Pipe of 1010 mm height with two Nos. high performance 100mm dia reflectors and two rectangular reflectors of 70mm x 23mm are fixed on both sides of guide post . Reflector are positioned at the best eye guiding level and fixing in cement concrete (1:2:4) type B1 using 20mm graded stone aggregate with size of block 300mm x 300mm x 350mm deep including excavation and earth work in any strata complete all as directed by Engineer-in-charge. Note: - The rate of cement concrete (1:2:4) type B1 using 20mm graded stone aggregate with size of block 300mm x 300mm x 350mm including excavation and earth work is included in the this item and nothing extra shall be paid on this account.

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/ loose soil complete all as specified and as directed by Engineer-in- charge.

Removing excavated spoil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed.

Material and labour for Cement Concrete 1:4:8 , Type D-2 using 40 mm graded stone aggregate as in sub base of floors complete all as specified and as directed by Engineer-in-charge.

Material & Labour for Sand cushioning including watering and consoilsated complete all as specified and directed by Engineer-in-charge.Note: Sand for cushioning shall be approved by GE .

Material and labour for Machine Material and labour for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and no pigment as approved by GE complete all as specified and as directed by Engineer-in-charge.

Material and labour for providing, cement concrete type B1 (1:2:4) using 20mm stone aggregate as in copings, kneelers, apex stones, bed plates, kerbs , packing around interlockng paver blocks,water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.

Material & Labour for factory made precast cement concrete (1:2:4) type B-1 using 20mm graded stone aggregates as in kerb stone, quion block, apex stones etc, set in cement mortar (1:4) complete all as specified and directed by Engineer-in-charge. Note:- The rate of Excavation and earthwork is included in this item and nothing shall be paid extra on this account.

Material & Labour for preparation of new or previously untreated concrete surfaces of any description not otherwise described over 10cm width or girth and applying two coat of synthetic enamel paint in different tints complete all as specified and as directed by Engineer-in-charge.

Supply and fixing Road speed breaker having high intensity cube corner reflector, high impact resistant ABS plastic body of size 250mm x 350mm x 50mm height fixed with bolts and adhesive complete all as specified and as directed by Engineer incharge .

Supply & Fixing Convex Mirror of 1000mm dia made from long life poly carbonate with strong impact resistant and shattler proof fitted with a sun shield or protective hood of colour as approved by GE and 75 mm dia Mild Steel pipe duly painted of approved colour of suitable length as directed including fixing in cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate with size of block 450mm x 450mm x 600mm deep including excavation and earthwork complete all as specified and directed by Eng-in-Charge. Note: The rate of cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate with size of block 450mm x 450mm x 600mm deep and excavatio & earth work in any strata is included in this item and nothing shall be paid extra on this account.

Supply & Fixing dual directional rumble strip of high impact resistant ABS plastic body of size 150mm wide X 25-30mm height having 2 micro prismatic polycarbonate feflecters to one side (04 nos on both side) fixed with bolts and adhesive complete all as specified and directed by Enginner-in-Charge.

Supply & Fixing solar traffic blinker light of dia 300mm with RED/ AMBER colour built in battery 7 AH having 192 LEDs, visibility 1000 mtr well protected inside under tough unbreakable polycarbonate sheet including 18 watt solar panel with solar pole made out of MS pipe medium grade 75mm outer dia, 1.6 mm thickness powder coated yellow colour cable panel stand, blinker mounting accessories, pole height 3.20 mtr to 3.50 mtr as per site requirement including excavation and PCC 1:2:4 , 20mm graded stone aggregate for embedding pole below ground level as per manufacturer's recommendation and spreading the excavated soil nearby on NGL complete all as specified and directed.

rkkataria and sons (BID ID -3295502)

JB Infrastructure (BID ID -3300154)

M/s Azure Infrastructure Construction Co. (BID ID -3300364)